#bedrock rc

[qualitygardengladiator]

Details Presentation about Bedrock RC

USA Made 1/14 Scale Trailers. Shop for trucks and equipment. Trailers and other 1/14 scale parts made right in house.

+1 970-501-7843

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[leanpick]

Kula back on the rig for Kaolin resource drillout

Kula back on the rig for Kaolin resource drillout

ASX-Listed kaolin and gold explorer Kula Gold has restarted drilling at its 100 per cent owned Boomerang kaolin prospect to finish off a previously planned 62-hole program before adding a further 18 RC drillholes. Logging to date has displayed an average kaolin vertical thickness of 29 metres with an average depth of 5.7m below surface. The gold potential is also being tested in the bedrock…

[juniperpublishers-civileng]

Design on Rehabilitation of Landslide and Intake Waterproof Barrier of SHPP Nakra- Juniper Publishers

Introduction

The project site of the SHPP Nakra is located near to the village of Nakra in north region of Georgia. According to the original design developed by Macedonian company Akvavat (Skopje, R. Macedonia) the small hydropower plant should be constructed on the Nakra River. During the execution of the construction works due to various reasons additional designs was needed to be developed. One of the reasons for new designs was the instability of the cut slopes of the existing unpaved road which leads to the village of Nakra and the intake of the hydro power plant. According to the original design the penstock should be constructed very close to the toe of the road cut slopes. One of the cut slopes was affected by landslide before works for construction of the penstock started. In order to provide conditions for construction of the penstock first task was to rehabilitate the landslide. Hence, one of the additional designs is related to the stabilization of this landslide (Figure 1).

The second issue which was raised during the construction works was related to the construction of separate waterproof barrier under the intake. According to the available geotechnical data the ground under the intake has relatively high hydraulic conductivity which can further lead to seepage beneath the intake and losses of significant quantities of water needed for proper functioning of the SHPP. In order to improve the ground conditions and to decrease the hydraulic conductivity of the ground it was decided to construct a waterproof barrier in front of the intake. Considering the available construction equipment, the access to the site and the local geology execution of grout curtain was most feasible design option.

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Concept for Rehabilitation of the Landslide in the Vicinity of the Penstock Alignment

The concept for rehabilitation of the landslide in the beginning was based only on the site geology data, geodetic map of the landslide area developed before landslide occurred, photos of the landslide and the proposed penstock alignment and penstock invert level. The site visit was held later before developing of the final design. The general idea was to stabilize the unstable section of the cut slope and to prevent safe ground conditions for excavation of the penstock trench and installation of the penstock. As per available data on ground topography it was detected that limited area of the considered cut slope is unstable but before site inspection the designers were not certain about the depth of the slip surface. Based on the borehole logs and geodetic data it seemed that it might be a deep-seated landslide. Anyway, in order to be on safe side, the preliminary design was developed assuming that the potential slip surface is deep-seated and the existing road which leads to Nakra village and the intake structure is affected (Figure 2&3).

The initial design concept involved construction of reinforced concrete pile wall fully embedded in the ground. The designed length of the piles was 8,0m and the last section of the piles in length of 4,0m was designed to be embedded in the sound bedrock. The diameter of piles was 1,0m and the axial spacing of the piles was 2,0m. The piles are connected with reinforced concrete cap beam. The pile wall was segmented in separate sections divided by construction joints. In case of extension of the landslide area such approach helps to construct additional wall section without significant modifications of the design. The concept of the design was further developed in detail which is discussed in following chapters.

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Preliminary Concept for execution of the Grouting works for Construction of Waterproof Screen

The preliminary concept for the execution of the waterproof barrier was consisted of several steps:

A. The waterproof barrier should be done as a separate structure without obstruction of the construction works on the intake and other structures;

B. The procedure for grouting was planned to be carried out in several steps:

a. Construction of reinforced-concrete raft as a platform for execution of the grouting;

b. Drilling of non-core grout boreholes;

c. Execution of the “in situ” permeability test in each borehole;

d. Grouting of all boreholes;

e. Performance of inclined (subvertical) core boreholes (core drilling with sampling) for checking the grouting quality. The boreholes are to be performed through the grouted portion of the ground;

f. Performance of “in situ” permeability test in each subvertical borehole to verify the permeability characteristics and functionality of the waterproof screen;

The method of grouting is one of the major issues for the grouting works therefore special attention is paid to this matter. Also, the construction schedule was very tight so some of the structures had to be constructed in parallel. Before completion of the waterproof barrier design the works for construction of the intake were in progress. Therefore, it was very important to provide a proper access to the upstream side of the intake in order not to obstruct the construction works on the intake (Figure 4).

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The Final Design on Landslide Rehabilitation

As mentioned before the concept for landslide rehabilitation was mostly based on geotechnical and geodetic data and photos provided by the Client. Such data were sufficient for establishing a concept for landslide rehabilitation but not even remotely sufficient for developing of detailed design. Some of the data which were not available and are important for proper developing of detailed design are: detailed geotechnical investigations, mapping of the ground at the landslide area, location of the landslide boundaries and landslide elements such as primary and secondary cracks, head crack, toe crack, indications of slip surfaces etc. To be on safe side one of the essential design assumptions in this particular case was that the future landsliding will occur on a deep-seated slip surface. According to the available geotechnical report the geological boundary between the soil materials and the rock formations which are underlying the soil is located at the depth of approximately 5, 0m. Considering the governing ground and site conditions and the location of the penstock that will be built in the immediate vicinity of the landslide the worst case scenario was to consider that the future landsliding will occur at the contact between the soil and rock formations. The maximum level of the penstock invert in the area of the landslide is approximately 3, 0m below the road surface which is 2, 0m above the anticipated deepseated slip surface. This actually means that such landsliding will affect the penstock and it will have adverse effect on the operation of the hydro-power plant. Another design assumption related to the location of the slip surface was that the landsliding cannot occur through the rock formations, so the deepest area that can be affected by landsliding is the contact between soil and rock formations. In order to provide all necessary data for proper developing of the design first step was to conduct a site reconnaissance. The site reconnaissance was held in the end of November 2018 and based on the site reconnaissance findings following data were summarized:

A. The initial landsliding was shallow (no more than 2,5m at the deepest point) and the area which was affected has irregular shape with size approximately 20, 0x30m.

B. The landslide affected one portion of the road cut slope;

C. The shape of the existing slip surface is curved and irregular probably consisted of several smaller slip surfaces;

D. The ground is highly saturated;

E. Almost all of the cut slopes of the existing road are prone to instability, landsliding and rockfalls which means that special attention should be paid during the construction of the penstock;

F. The space for construction of the penstock and the pile wall is very limited, therefore from construction point of view the pile wall is more feasible to have one row of piles;

G. Extended geotechnical investigation works should be done; (Figure 5)

Based on the findings from the site reconnaissance and the previously provided data the final design on landslide rehabilitation was developed. Unfortunately, at that moment there was no possibility to conduct extended geotechnical investigation works. The proposed rehabilitation measures involve construction of retaining pile wall in the toe of the cut slope affected with landsliding, drainage system of the retaining wall and surface water channel located behind the crest of the pile wall. The pile wall is divided in sections and each section is consisted of one row of reinforced concrete piles with diameter of 1000mm and length of L=12,0m. The piles of each wall section are connected with reinforced concrete cap beam (0,8x1,2m). Above the cap beam a wall stem (H=3,5m) will be constructed in order to provide conditions for backfilling of the space between the cut slope and the wall stem. The backfilling will increase the local stability of the cut slope in the portion of the slopes close to the pile wall. The total length of the retaining structure is L=35,0m and the length of each wall section is L=6,0m with expectation of the last one which is shorter. The sections of the wall are separated by construction joints (Figure 6).

One of the findings during the site visit was that ground in the landslide area is very saturated, so in order to avoid building up of hydrostatic pressure which will act on the wall a drainage system is proposed to be constructed. The drainage system of the wall is consisted of drainage pipe embedded in the ground, drainage geocomposite installed behind the wall stem and two rows of weep holes which will be installed through the RC wall stem before concreting. The outlet (full pipe) of the drainage pipe will evacuate the captured drainage water out of the landslide area. The surface water channel is located behind the crest of the wall along the entire length of the wall. It will collect the surface water and will evacuate the water out of the landslide body.

The analyses

Different type of analyses was performed in order to provide proper design on the landslide rehabilitation measures. The designing phase started with back analyses which gave indications of the ground conditions which can lead to new landsliding. As mentioned before, the shallow slip surface occurred but the general idea was to assess the ground conditions which will trigger deep-seated slip surface. The results from the back analyses shows that if the cohesion of the soil drops from c=22kPa to c=16kPa the factor of safety of the deep-seated slip surface located at the contact between soil and rock formations will be Fs=1 (neutral state of the slope equilibrium). This actually means that very small variation of the cohesion will be led to instability and will trigger deep-seated slip surface. The material properties of soil provided for neutral state of equilibrium of the anticipated slip surface (Fs=1) are later used to model the deepseated slip surface in the stability and stress-strain analyses. In these analyses the deep-seated slip surface is modeled as a thin soil layer with same shape and position as it was assessed in the back analyses. The material properties assigned to the slip surface layer are: φ=24o, c=16kPa and Υ=20kN/m3. The values of angle of internal friction (φ) and the unit weight (Υ) are provided from the geotechnical report. The value of the cohesion of the slip surface layer is back calculated. The back analyses are performed in Slide, a program for slope stability analyses which is based on limit equilibrium theory. Upon completion of the back analyses and providing the material properties of the anticipated deep-seated slip surface next step was completion of stress-strain analyses. The stress-strain analyses are carried out in Plaxis 2DAE program based on finite element method (FEM). The same ground model and material properties of the soil and rock used for back analyses are used for stress-strain analyses. The material properties used in the calculation model are tabulated in Table 1.

The stress-strain analyses are performed in several sequences starting with generation of initial stress-strain state which involves the site and ground conditions before commencement of the works for rehabilitation of the landslide. In this stage the material properties of the anticipated deep-seated slip surface are same as the material properties of the diluvium. The following sequences of the analysis involve construction of the pile wall and backfilling of the space between the pile wall and the cut slope. For the phase which involve construction of the structure the displacement of the structure is assessed as well as the bending moments, shear and axial forces in the structure. The stability analysis (c-phi reduction method) is done for each stage of the analysis. All described sequences of the analyses are performed for static and seismic loading. In the next step of the analyses the anticipated deep-seated slip surface is introduced in the model. As mentioned before in this stage reduced value for the cohesion is assigned to the slip surface layer. The analysis is then run for static and seismic loading and stability analysis is also performed for both load cases. Also, the bending moments, shear and axial forces generated in the pile wall are estimated in case of deep-seated landsliding. The established results of the stress-strain analyses are tabulated in Table 2.

Monitoring of the retaining structure

In order to provide data on the displacement of the retaining structure during the service life of the structure 12 survey points will be installed (two survey points on each wall section). The survey points will be installed upon construction of the retaining wall and the zero measurement will be done immediately after the survey points are installed. The location of the survey points is on the top of the wall stem at the beginning and at the end of each wall section. The monitoring of the structure will be carried out from two micro-trigonometric points which have to be located on stable ground. One of the considered options for monitoring of the displacement of the retaining structure was to install inclinometers through the piles. Namely, each wall section is separated from the adjacent section by construction joints. Hence, one inclinometer was planned to be installed for each section of the wall. This idea was abandoned due to various reasons but instead of installation of the inclinometers in the pile wall they will be installed in the ground in the vicinity of the structure (Figure 7).

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The final design on waterproof barrier

According to the design for construction of the SHPP Nakra the intake structure is consisted of intake weir, fish path and settling pond. The weir of the intake structure is positioned in the middle of the intake and it is 25,0 m long (in perpendicular direction to the river flow). The fish path and the settling pond of the intake are positioned on both sides of the intake weir. At the very end, in addition to the fish path and the settling pond, wing walls are to be constructed. The geotechnical report prepared during the predesigning phase indicates that the site of the intake has unfavorable characteristics in respect to hydraulic conductivity and permeability of the ground. The possibility of water losses due to the high seepage rate through the ground (beneath the intake) may reduce the water quantities which will be collected by the intake and transferred to the settling pond and the penstock. Furthermore, the seepage of the river water beneath the intake can trigger suffusion which can generate excessive settlements of the intake and, over time, structural damages can occur. In order to deal with such adverse consequences, it is decided to go further in the detailing the design and to construct a waterproof barrier on the upstream side of intake. The waterproof barrier will be constructed in immediate vicinity of the intake. The waterproof barrier will be fully constructed in the ground (it will be fully embedded in the ground). Considering the site and ground conditions, the most feasible option for waterproof barrier is construction of grout curtain. In general, problems related to permeability of a soil or rock mass include:

a) Reduction in strength of foundation materials due to high seepage forces;

b) Loss of impounded water from a storage area;

c) High uplift forces at the base of water – retaining structures etc.

The grouting is the process of placing an effective seal in a borehole. The sealing agents used are generally known as grouts. To be effective they must be easy to put in place and must have a very low permeability to limit the seepage of the water. In this particular case, upon construction of the grout curtain, the hydraulic conductivity should drop below 3 Lu. According to the available geotechnical data and the results obtained from the performed “in situ” permeability test, the hydraulic conductivity of the ground in the vicinity of the intake is approximately 1000 (one thousand) times higher than the required value. The objective of proper grouting is to replace the native material removed during drilling with grout that meets or exceeds the sealing capability of the removed native material (Figure 8). The grout curtain will be constructed in several construction steps:

i. Cleaning of the upstream area in front of the intake;

ii. Setting up of test field and performance of test grouting (ascending grouting method);

iii. Checking of the results of test grouting and adjustment of grouting method and grouting pressures on the basis of the established grouting test results. If the results of the test grouting are satisfactory then the grouting method and grouting pressures will remain as proposed in the design;

iv. Compaction and levelling of the foundation ground (area beneath the RC raft);

v. Construction of reinforced-concrete raft with size of 36m x 2,5m and thickness of 0,3m;

vi. Core drilling of two investigation boreholes and performance of site permeability tests in both boreholes. Depending on the extracted cores it will be decided what type of permeability test will be done. If the extracted cores are mainly soil material Le Frank permeability test will be performed if the extracted cores are rock material Lugeon permeability test will be performed. The length of the investigation boreholes is 15m and the permeability tests will be performed in 5m long borehole test sections.

vii. Non-core drilling of grout holes with diameter of 56mm or 76mm to the final depth of 15m (5 boreholes) and 12m (13 boreholes). The grout holes will be first drilled to the 5m depth then packer will be set on the top of grout section and grouting of the top 5m of the hole will be done. The next step is drilling of the next grout hole up to 5m. After all grout holes are drilled and grouted to the depth of 5m non-core drilling of the first grout hole will be done. This time the drilling of the top 5m of the hole will be done through the grouted part of the hole and will proceed in natural ground to the depth of 10m. The next step is to put packer on 5m depth and to grout the whole section between 5 and 10m depth. When the grouting of this section is completed then packer will be placed on the top of the hole and the top 5m of the hole will be grouted. The described drilling and grouting steps will be repeated for all grout holes. This is so call method of descending grouting and it will be applied to all grout holes.

viii. Performing of two subhorizontal core boreholes through the grout curtain;

ix. Performing of Lugeon site permeability tests in the core boreholes;

x. Additional grouting in new boreholes (this is optional step depending on the results of the site permeability test. If the permeability of the ground is less than 3Lu then additional grouting will not be carried out);

In order to have proper conditions for positioning of the drilling rig and execution of the grouting works, a reinforcedconcrete (RC) raft will be constructed. The RC raft will be constructed in front of the intake as indicated in the drawings. The proposed size of the RC raft is 36,0x2,5m and the thickness of the RC raft is 0,3m. According to the design it will be reinforced using ribbed steel reinforcement bars. Before installation of the formwork and rebars, the foundation soil will be properly compacted and levelled. After proper compaction and levelling of the foundation soil the formwork will be installed, and a 10cm thick layer of lean concrete will be placed. The drilling of the grout holes will be performed through the RC raft. Upon construction of the RC raft the geotechnical and grouting works will start.

Test field

In order to prove the proposed grouting works and the grouting method a test grouting on separate test field will be fist done. The location of the test field is close to the location of the future grout curtain in order to have similar ground conditions. If the test grouting is successful, then the grouting works on the grout curtain may start. The test grouting is planned to be performed in 3 grout holes located on 2,0 spacing between them. The test grout holes will be performed to the depth of 15m. The test grouting will be carried out in same manner as the grouting of the grout curtain only this time ascending grout method instead of descending method will be used. This means that the boreholes will be drilled to the final depth of 15m then the grouting will be performed. If the test grouting shows that the proposed grouting method is not proper for current ground conditions, then modification of the design should be done.

Program for geotechnical works and grouting

Regardless of the number of investigation boreholes or other preconstruction activities, information on the size and continuity of groutable natural openings in rock below the surface will be relatively meager at the start of grouting operations and only slightly better after the grouting is completed. The presence of groutable voids can be ascertained before grouting and verified by grouting, but their size, shapes and ramifications will be largely conjectural. In large measure, the “art” of grouting consists of being able to satisfactorily treat these relatively unknown subsurface conditions without direct observation. There are different grouting procedures, but in this particular case curtain grouting will be used. Curtain grouting is the construction of curtain of barrier of grout by drilling and grouting a linear sequence of holes. Its purpose is to reduce permeability. The curtain may have any shape or attitude. A grout curtain may be made up of a single row of holes of it may be composed of two or more parallel rows.

Antifungal resistance

Based on the results from the investigation drilling of boreholes NK-WI 103 and NK-WI-104 located on the right bank of Nakra River, as well as on the results provided from Le Frank site permeability test, it can be concluded that in the area of the intake, certain interventions are needed in terms of improvement of the permeability characteristics of the encountered soil and rock materials to a certain depth. By analyzing the core extracted from the investigation boreholes (available borehole logs) and geological profiles it can be concluded that from the ground surface up to depth of 4,0-8,0m, quaternary alluvial-proluvial /moraine sediments are encountered. These sediments are consisted of clayey sands with low content of clay and gravels with rock boulders which originate from the bedrock. In the depth, the underlying layers are consisted of cracked and decomposed rock masses. Based on the site permeability tests (performed at depth of 0,0-6,0m) it can be concluded that the rock masses have good hydraulic conductivity i.e. there is a seepage of the ground water through the rock masses in the area of the intake (Figure 9).

Considering the above-mentioned and to reduce the hydraulic conductivity of the rock masses as well as to improve the bond between the intake structure and the natural ground, additional geotechnical works i.e. investigation drilling and grouting works are proposed:

a. Performance of two additional investigation boreholes (in the river bed approximately 3,0-5,0m upstream from the intake) to the depth of 15,0m;

b. Performance of Le Frank and Lugeon “in situ” permeability tests depending on the site geology. In total 6 site permeability tests.

c. The execution of the grout curtain will have impact on following:

d. reduction of the ground water seepage through the rock masses in the immediate vicinity of the intake (beneath the intake),

e. integration of the rock masses,

f. improvement of the resistance on weathering and erosion

All this action is needed in order to reduce the seepage of the ground water (produced by the flow of the Nakra River) beneath the intake and extension of the service life of the structure. Considering the results from the existing engineering-geological and hydrogeological investigations, the ground morphology as well as the expected results from abovementioned additional investigation works, the length of the grout curtain would be approximately 36,0m. The depth of the grout curtain will depend on the results from investigation works (to the depth of 15,0m) or will be determined as per criterion of minimum allowable hydraulic conductivity of the rock masses K≤3Lu. This criterion is adopted having in mind the spacing of the grout holes (grout curtain with one row of holes) and the average thickness of the grout curtain of 1,0–2,0m [1-3].

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Conclusion

The project area chosen for construction of SHPP Nakra is very difficult from construction point of view. The ground topography and the site geology are very unfavorable for execution of earth works and make the implementation of this project very challenging task. Speaking about the designs on landslide rehabilitation and grout curtain the designers faced a lot of difficulties and uncertainties during the designing phase. Some of the most significant issues were:

A. The geotechnical investigation works performed on the site are not intended for rehabilitation of the landslide and proper dimensioning of grouting works. The location of the boreholes and the scope of laboratory testing’s are not at satisfactory level so the provided data on material properties of soil/rock materials were very limited. There are no investigation boreholes in the landslide body and also there is no a geophysical survey on the landslide;

B. The construction works on the intake started before developing of the designs on landslide rehabilitation and grout curtain, so the time frame for completion of the designs was very limited;

C. The existing road at the landslide area is approximately 6m wide and during the works for rehabilitation of the landslide it must be operational. This actually means that the space for the construction activities is very limited and proper drilling rig for execution of the piles is very difficult to use in this case. Therefore, manual excavation of the pile shafts is probably more feasible option;

D. The area in front of the intake is limited and the access to the upstream side of the intake is very narrow;

Our response as a designer in such situation was introducing design assumptions which will enable us to work on safe side and will protect the interest of the Client but in same time the designs will be a little bit more expensive due to the reasons listed above. So, following actions and design assumptions were considered for the landslide design:

a. The actual slip surface of the occurred landslide is shallow but there is possibility for further instability which can involve deep- seated slip surfaces located at the contact between the soil material and the bedrock. The retaining structure is analyzed to prevent deep-seated land-sliding;

b. Back analyses were performed to assess the conditions that can lead to land-sliding involving deep-seated slip surfaces;

c. The analyses were performed using different analyses method and two different design codes;

d. Monitoring of the pile wall will be carried out in the post construction phase;

Regarding the design on grout curtain following is done:

i. In the design is stated that it is highly recommended to do test grouting before construction of the grout curtain;

ii. Before start of the grouting works two additional core boreholes will be drilled and in each borehole permeability tests will be performed then the grouting method will be verified;

iii. Upon completion of the grouting works two subvertical core boreholes will be done and, in each borehole, Lugeon permeability test will be done;

iv. Regardless the fact that the both designs are based on rigid design assumptions due to lack of input data the experience on similar projects teaches us that adjustment of the designs during the execution of the works is almost inevitable. Therefore, collaboration between the Contractor, Client and the Designer as well as designer supervision during the execution of the works is very important. This case one more time proves that execution of the geotechnical designs is more or less related to regular presence of the designer on the site which will give him opportunity to adjust the design on the current ground and site conditions.

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https://juniperpublishers.com/cerj/CERJ.MS.ID.555706.php

[fr-martin-gospel-reflections]

25th October - ‘On these two commandments hang the whole Law and the Prophets too’, Reflection on today’s gospel reading (Mt 22:34-40)

Thirtieth Sunday in Ordinary Time

All sorts of regulations have been created since the Covid 19 pandemic came our way. Sometimes it can be difficult to know precisely what the regulations are. However, even as the regulations have changed and become more complex, there have been a small number of regulations that haven’t changed and have been consistently emphasized by medical people and politicians. We all know what they are. They relate to social distancing, hand hygiene, cough etiquette and the wearing of face masks. These are the important regulations, on which all the other regulations hang. We are aware that in all walks of life, some regulations are more fundamental than others. If the basic regulations are not followed, keeping the other ones has little value.

In the time of Jesus, there were all sorts of religious regulations that governed people’s lives. In Jesus’ day, the experts in the Jewish Law had calculated that there were 613 regulations that people had to keep. When facing into such a forest of regulations, some kind of a steer through it all was needed. A question often asked of the experts in the Jewish Law was, ‘How can the Jewish Law be summarized in a sentence or two?’ There is a story told of a famous Rabbi who had died just before Jesus was born. He was asked to explain the Jewish Law for as long as he was able to stand on one foot. He said in reply, ‘What is hateful to you, do not do to your neighbour’. This is how he condensed all the regulations of the Jewish Law. In the Sermon on the Mount, Jesus says something very similar, ‘In everything do to others as you would have them do to you; for this is the law and the prophets’.

In today’s gospel reading, Jesus gives a different but related answer to the question, ‘What is the essence of the Jewish Law with all its regulations?’ The actual question that is asked of Jesus is, ‘Which is the greatest commandment of the Law?’ The answer Jesus gave went beyond what he was asked. He didn’t just give the greatest commandment, but the second greatest as well. He took the greatest commandment from the Book of Deuteronomy, ‘You must love the Lord your God with all your heart, and with all your soul, and with all your mind’. He took the second greatest commandment from the Book of Leviticus, ‘You must love your neighbour as yourself’. He brought these two commandments together, locking them into each other, and then made the great declaration, ‘On these two commandments hang the whole Law, and the Prophets also’. In a modern translation of the Bible, what Jesus calls ‘the whole Law and the Prophets’ comprises close to 500 pages of small print. To say that all of that material hangs on these two commandments is quite a statement to make. Jesus is saying, ‘This is the nub of it all’. When Jesus makes a statement like that, we have to sit up and take note. We are at the bedrock of our faith here.

What the two commandments have in common is the word ‘love’. What distinguishes them is the object of our love, God and neighbour. Jesus gives clear priority to the love of God, calling it the first commandment. That in itself gives us pause for thought. All people of good will would agree on the value of the second commandment, loving our neighbour. There might be some dispute as to who constitutes our neighbour. Elsewhere in the gospels Jesus makes it clear that our neighbours are our fellow human being, regardless of who they are. Strangers, those we find alien, are to be loved as neighbours, just as the Samaritan loved the broken Jew by the roadside back to health. Even our enemies, those who persecute us, are to be loved as neighbours, according to Jesus. He had a very inclusive view of neighbour. With regard to the commandment to love God with all our being, the more important of the two for Jesus, it is only people of religious faith who would agree on its value. Yet, even as people of faith, we find it easier to understand loving the visible neighbour than loving the invisible God. Of course, we love God by loving the neighbour. Jesus, God in human form, says that what we do or fail to do to one of the least of our neighbours, we do or fail to do to him. Yet, what Jesus calls the first commandment suggests that we are to love God directly as it were, and not only through loving our neighbour.

Saint Ignatius of Loyola in his Spiritual Exercises took this commandment to love God with all our being very seriously and suggests how we might engage with it. He invites us to ask the Lord in prayer to wake us up to a knowledge of the gifts we have received from God and to stir up gratitude, so that we may be able to love and serve God in all things. In other words, the most direct way we can live the command to love God is to pay attention to God’s gifts to us, to the concrete ways that God has graced and loved each of us personally. As we respond in love to God’s love for us, we will be moved to love all those whom God loves, our neighbour and, indeed, all of God’s creatures.

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[internetsmoothie]

Drill Results from Great Basin Project Reveal Gold Mineralization

Source: Streetwise Reports   08/19/2018

A gold explorer announces drill results for the Goldstrike Oxide Gold Project in Utah that show gold mineralization above the cut-off grade.

Liberty Gold Corp. (LGD:TSX) recently announced the results from initial reverse circulation drill testing of the historical heap leach pads and one area of historical mine waste backfill at the Goldstrike project.  This work is the flagship of its three principal gold projects located in the Great Basin of the United States.

Results confirm that the historical leach pads, the back fill below the pad linings and bedrock to depth contain areas of gold mineralization above the cut-off grade used in the Goldstrike Preliminary Economic Assessment.

Some of the highlights of the work are:

The results to date support Liberty Gold's thesis that considerable gold remains in surficial deposits created during the historical mining operation, which operated during a period of very low gold prices and much higher ore-to-waste cut-off grades. Heap leach technology has advanced considerably in the last 20 years, with recovery of gold possible from previously leached material.

The heap leach pads are underlain by considerable thicknesses of mineralized backfill material.

Drill holes encountered areas of unmined mineralization in the pit floors and walls under backfilled areas.

Cyanide solubility tests carried out in conjunction with fire assaying of the drill samples from the heap leaches show moderate cyanide solubility. Additional testing will be carried out to determine potential recovery and the best methods to achieve it.

Cyanide solubility of backfill material averages 86%.

The company noted that to aid in further advancement and de-risking of the Goldstrike Property, drill testing of the historical heap leach pads, stockpiles, waste dumps and pit backfill is underway.  Most of the areas currently being tested lie within the PEA pit and are classified as waste in the model. Conversion of any of these areas to mineralized leach material would potentially add low-cost ounces to the resource, consisting of gold in material previously drilled, blasted and placed on surface.

An RC drill program is currently underway with two drills, with over 16,000 metres drilled to date.  In addition to testing of the historic heap-leach, stockpile and waste dump areas, infill and step out drilling around the existing resource and testing of new targets property-wide is also underway, Liberty Gold indicated.

Goldstrike is located in the eastern Great Basin, immediately adjacent to the Utah/Nevada border, and is a Carlin-style gold system, similar in many ways to the prolific deposits located along Nevada’s Carlin trend, Liberty stated and indicated that, like Kinsley Mountain and Newmont's Long Canyon deposit, Goldstrike represents part of a growing number of Carlin-style gold systems located off the main Carlin and Cortez trends in underexplored parts of the Great Basin.

[NLINSERT]

Disclosure: 1) Jake Richardson compiled this article for Streetwise Reports LLC and provides services to Streetwise reports as an independent contractor. He or members of his household own securities of the following companies mentioned in the article: None. He or members of his household are paid by the following companies mentioned in this article: None. 2) The following companies mentioned in this article are billboard sponsors of Streetwise Reports: Liberty Gold. Click here for important disclosures about sponsor fees. 3) Comments and opinions expressed are those of the specific experts and not of Streetwise Reports or its officers. The information provided above is for informational purposes only and is not a recommendation to buy or sell any security. 4) The article does not constitute investment advice. Each reader is encouraged to consult with his or her individual financial professional and any action a reader takes as a result of information presented here is his or her own responsibility. By opening this page, each reader accepts and agrees to Streetwise Reports' terms of use and full legal disclaimer. This article is not a solicitation for investment. Streetwise Reports does not render general or specific investment advice and the information on Streetwise Reports should not be considered a recommendation to buy or sell any security. Streetwise Reports does not endorse or recommend the business, products, services or securities of any company mentioned on Streetwise Reports. 5) From time to time, Streetwise Reports LLC and its directors, officers, employees or members of their families, as well as persons interviewed for articles and interviews on the site, may have a long or short position in securities mentioned. Directors, officers, employees or members of their immediate families are prohibited from making purchases and/or sales of those securities in the open market or otherwise from the time of the interview or the decision to write an article, until one week after the publication of the interview or article. As of the date of this interview, officers and/or employees of Streetwise Reports LLC (including members of their household) own securities of Liberty Gold, a company mentioned in this article.

( Companies Mentioned: LGD:TSX, )

from The Gold Report - Streetwise Exclusive Articles Full Text https://ift.tt/2vRFQz5

[phaseinked]

Drill Results from Great Basin Project Reveal Gold Mineralization

Source: Streetwise Reports   08/19/2018

A gold explorer announces drill results for the Goldstrike Oxide Gold Project in Utah that show gold mineralization above the cut-off grade.

Liberty Gold Corp. (LGD:TSX) recently announced the results from initial reverse circulation drill testing of the historical heap leach pads and one area of historical mine waste backfill at the Goldstrike project.  This work is the flagship of its three principal gold projects located in the Great Basin of the United States.

Results confirm that the historical leach pads, the back fill below the pad linings and bedrock to depth contain areas of gold mineralization above the cut-off grade used in the Goldstrike Preliminary Economic Assessment.

Some of the highlights of the work are:

The results to date support Liberty Gold’s thesis that considerable gold remains in surficial deposits created during the historical mining operation, which operated during a period of very low gold prices and much higher ore-to-waste cut-off grades. Heap leach technology has advanced considerably in the last 20 years, with recovery of gold possible from previously leached material.

The heap leach pads are underlain by considerable thicknesses of mineralized backfill material.

Drill holes encountered areas of unmined mineralization in the pit floors and walls under backfilled areas.

Cyanide solubility tests carried out in conjunction with fire assaying of the drill samples from the heap leaches show moderate cyanide solubility. Additional testing will be carried out to determine potential recovery and the best methods to achieve it.

Cyanide solubility of backfill material averages 86%.

The company noted that to aid in further advancement and de-risking of the Goldstrike Property, drill testing of the historical heap leach pads, stockpiles, waste dumps and pit backfill is underway.  Most of the areas currently being tested lie within the PEA pit and are classified as waste in the model. Conversion of any of these areas to mineralized leach material would potentially add low-cost ounces to the resource, consisting of gold in material previously drilled, blasted and placed on surface.

An RC drill program is currently underway with two drills, with over 16,000 metres drilled to date.  In addition to testing of the historic heap-leach, stockpile and waste dump areas, infill and step out drilling around the existing resource and testing of new targets property-wide is also underway, Liberty Gold indicated.

Goldstrike is located in the eastern Great Basin, immediately adjacent to the Utah/Nevada border, and is a Carlin-style gold system, similar in many ways to the prolific deposits located along Nevada’s Carlin trend, Liberty stated and indicated that, like Kinsley Mountain and Newmont’s Long Canyon deposit, Goldstrike represents part of a growing number of Carlin-style gold systems located off the main Carlin and Cortez trends in underexplored parts of the Great Basin.

[NLINSERT]

Disclosure: 1) Jake Richardson compiled this article for Streetwise Reports LLC and provides services to Streetwise reports as an independent contractor. He or members of his household own securities of the following companies mentioned in the article: None. He or members of his household are paid by the following companies mentioned in this article: None. 2) The following companies mentioned in this article are billboard sponsors of Streetwise Reports: Liberty Gold. Click here for important disclosures about sponsor fees. 3) Comments and opinions expressed are those of the specific experts and not of Streetwise Reports or its officers. The information provided above is for informational purposes only and is not a recommendation to buy or sell any security. 4) The article does not constitute investment advice. Each reader is encouraged to consult with his or her individual financial professional and any action a reader takes as a result of information presented here is his or her own responsibility. By opening this page, each reader accepts and agrees to Streetwise Reports’ terms of use and full legal disclaimer. This article is not a solicitation for investment. Streetwise Reports does not render general or specific investment advice and the information on Streetwise Reports should not be considered a recommendation to buy or sell any security. Streetwise Reports does not endorse or recommend the business, products, services or securities of any company mentioned on Streetwise Reports. 5) From time to time, Streetwise Reports LLC and its directors, officers, employees or members of their families, as well as persons interviewed for articles and interviews on the site, may have a long or short position in securities mentioned. Directors, officers, employees or members of their immediate families are prohibited from making purchases and/or sales of those securities in the open market or otherwise from the time of the interview or the decision to write an article, until one week after the publication of the interview or article. As of the date of this interview, officers and/or employees of Streetwise Reports LLC (including members of their household) own securities of Liberty Gold, a company mentioned in this article.

( Companies Mentioned: LGD:TSX, )

from The Gold Report – Streetwise Exclusive Articles Full Text https://ift.tt/2vRFQz5

from WordPress https://ift.tt/2nQ7isp

[andreagillmer]

Drill Results from Great Basin Project Reveal Gold Mineralization

Source: Streetwise Reports   08/19/2018

A gold explorer announces drill results for the Goldstrike Oxide Gold Project in Utah that show gold mineralization above the cut-off grade.

Liberty Gold Corp. (LGD:TSX) recently announced the results from initial reverse circulation drill testing of the historical heap leach pads and one area of historical mine waste backfill at the Goldstrike project.  This work is the flagship of its three principal gold projects located in the Great Basin of the United States.

Results confirm that the historical leach pads, the back fill below the pad linings and bedrock to depth contain areas of gold mineralization above the cut-off grade used in the Goldstrike Preliminary Economic Assessment.

Some of the highlights of the work are:

The results to date support Liberty Gold's thesis that considerable gold remains in surficial deposits created during the historical mining operation, which operated during a period of very low gold prices and much higher ore-to-waste cut-off grades. Heap leach technology has advanced considerably in the last 20 years, with recovery of gold possible from previously leached material.

The heap leach pads are underlain by considerable thicknesses of mineralized backfill material.

Drill holes encountered areas of unmined mineralization in the pit floors and walls under backfilled areas.

Cyanide solubility tests carried out in conjunction with fire assaying of the drill samples from the heap leaches show moderate cyanide solubility. Additional testing will be carried out to determine potential recovery and the best methods to achieve it.

Cyanide solubility of backfill material averages 86%.

The company noted that to aid in further advancement and de-risking of the Goldstrike Property, drill testing of the historical heap leach pads, stockpiles, waste dumps and pit backfill is underway.  Most of the areas currently being tested lie within the PEA pit and are classified as waste in the model. Conversion of any of these areas to mineralized leach material would potentially add low-cost ounces to the resource, consisting of gold in material previously drilled, blasted and placed on surface.

An RC drill program is currently underway with two drills, with over 16,000 metres drilled to date.  In addition to testing of the historic heap-leach, stockpile and waste dump areas, infill and step out drilling around the existing resource and testing of new targets property-wide is also underway, Liberty Gold indicated.

Goldstrike is located in the eastern Great Basin, immediately adjacent to the Utah/Nevada border, and is a Carlin-style gold system, similar in many ways to the prolific deposits located along Nevada’s Carlin trend, Liberty stated and indicated that, like Kinsley Mountain and Newmont's Long Canyon deposit, Goldstrike represents part of a growing number of Carlin-style gold systems located off the main Carlin and Cortez trends in underexplored parts of the Great Basin.

[NLINSERT]

Disclosure: 1) Jake Richardson compiled this article for Streetwise Reports LLC and provides services to Streetwise reports as an independent contractor. He or members of his household own securities of the following companies mentioned in the article: None. He or members of his household are paid by the following companies mentioned in this article: None. 2) The following companies mentioned in this article are billboard sponsors of Streetwise Reports: Liberty Gold. Click here for important disclosures about sponsor fees. 3) Comments and opinions expressed are those of the specific experts and not of Streetwise Reports or its officers. The information provided above is for informational purposes only and is not a recommendation to buy or sell any security. 4) The article does not constitute investment advice. Each reader is encouraged to consult with his or her individual financial professional and any action a reader takes as a result of information presented here is his or her own responsibility. By opening this page, each reader accepts and agrees to Streetwise Reports' terms of use and full legal disclaimer. This article is not a solicitation for investment. Streetwise Reports does not render general or specific investment advice and the information on Streetwise Reports should not be considered a recommendation to buy or sell any security. Streetwise Reports does not endorse or recommend the business, products, services or securities of any company mentioned on Streetwise Reports. 5) From time to time, Streetwise Reports LLC and its directors, officers, employees or members of their families, as well as persons interviewed for articles and interviews on the site, may have a long or short position in securities mentioned. Directors, officers, employees or members of their immediate families are prohibited from making purchases and/or sales of those securities in the open market or otherwise from the time of the interview or the decision to write an article, until one week after the publication of the interview or article. As of the date of this interview, officers and/or employees of Streetwise Reports LLC (including members of their household) own securities of Liberty Gold, a company mentioned in this article.

( Companies Mentioned: LGD:TSX, )

from The Gold Report - Streetwise Exclusive Articles Full Text https://ift.tt/2vRFQz5

[goldcoins0]

Drill Results from Great Basin Project Reveal Gold Mineralization

Source: Streetwise Reports   08/19/2018

A gold explorer announces drill results for the Goldstrike Oxide Gold Project in Utah that show gold mineralization above the cut-off grade.

Liberty Gold Corp. (LGD:TSX) recently announced the results from initial reverse circulation drill testing of the historical heap leach pads and one area of historical mine waste backfill at the Goldstrike project.  This work is the flagship of its three principal gold projects located in the Great Basin of the United States.

Results confirm that the historical leach pads, the back fill below the pad linings and bedrock to depth contain areas of gold mineralization above the cut-off grade used in the Goldstrike Preliminary Economic Assessment.

Some of the highlights of the work are:

The results to date support Liberty Gold's thesis that considerable gold remains in surficial deposits created during the historical mining operation, which operated during a period of very low gold prices and much higher ore-to-waste cut-off grades. Heap leach technology has advanced considerably in the last 20 years, with recovery of gold possible from previously leached material.

The heap leach pads are underlain by considerable thicknesses of mineralized backfill material.

Drill holes encountered areas of unmined mineralization in the pit floors and walls under backfilled areas.

Cyanide solubility tests carried out in conjunction with fire assaying of the drill samples from the heap leaches show moderate cyanide solubility. Additional testing will be carried out to determine potential recovery and the best methods to achieve it.

Cyanide solubility of backfill material averages 86%.

The company noted that to aid in further advancement and de-risking of the Goldstrike Property, drill testing of the historical heap leach pads, stockpiles, waste dumps and pit backfill is underway.  Most of the areas currently being tested lie within the PEA pit and are classified as waste in the model. Conversion of any of these areas to mineralized leach material would potentially add low-cost ounces to the resource, consisting of gold in material previously drilled, blasted and placed on surface.

An RC drill program is currently underway with two drills, with over 16,000 metres drilled to date.  In addition to testing of the historic heap-leach, stockpile and waste dump areas, infill and step out drilling around the existing resource and testing of new targets property-wide is also underway, Liberty Gold indicated.

Goldstrike is located in the eastern Great Basin, immediately adjacent to the Utah/Nevada border, and is a Carlin-style gold system, similar in many ways to the prolific deposits located along Nevada’s Carlin trend, Liberty stated and indicated that, like Kinsley Mountain and Newmont's Long Canyon deposit, Goldstrike represents part of a growing number of Carlin-style gold systems located off the main Carlin and Cortez trends in underexplored parts of the Great Basin.

[NLINSERT]

Disclosure: 1) Jake Richardson compiled this article for Streetwise Reports LLC and provides services to Streetwise reports as an independent contractor. He or members of his household own securities of the following companies mentioned in the article: None. He or members of his household are paid by the following companies mentioned in this article: None. 2) The following companies mentioned in this article are billboard sponsors of Streetwise Reports: Liberty Gold. Click here for important disclosures about sponsor fees. 3) Comments and opinions expressed are those of the specific experts and not of Streetwise Reports or its officers. The information provided above is for informational purposes only and is not a recommendation to buy or sell any security. 4) The article does not constitute investment advice. Each reader is encouraged to consult with his or her individual financial professional and any action a reader takes as a result of information presented here is his or her own responsibility. By opening this page, each reader accepts and agrees to Streetwise Reports' terms of use and full legal disclaimer. This article is not a solicitation for investment. Streetwise Reports does not render general or specific investment advice and the information on Streetwise Reports should not be considered a recommendation to buy or sell any security. Streetwise Reports does not endorse or recommend the business, products, services or securities of any company mentioned on Streetwise Reports. 5) From time to time, Streetwise Reports LLC and its directors, officers, employees or members of their families, as well as persons interviewed for articles and interviews on the site, may have a long or short position in securities mentioned. Directors, officers, employees or members of their immediate families are prohibited from making purchases and/or sales of those securities in the open market or otherwise from the time of the interview or the decision to write an article, until one week after the publication of the interview or article. As of the date of this interview, officers and/or employees of Streetwise Reports LLC (including members of their household) own securities of Liberty Gold, a company mentioned in this article.

( Companies Mentioned: LGD:TSX, )

from https://www.streetwisereports.com/article/2018/08/19/drill-results-from-great-basin-project-reveal-gold-mineralization.html

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The heating, ventilating, air-conditioning and refrigeration (HVACR) industry is making the steady shift towards low GWP refrigerants, with decisions influenced by an evolving regulatory climate. Fact.MR’s new study, which estimates the low GWP refrigerants market at US$ 18 billion, remains bullish on impressive growth of the low GWP refrigerants market.

Get the Sample PDF of the Report: https://www.factmr.com/connectus/sample?flag=S&rep_id=3054

According to Fact.MR’s study, penetration of hydrofluorocarbons (HFCs) continues to remain high despite growing research on its harmful impact on the environment. Taking into consideration the environmental impact of HFCs, regulations on its use have become stringent over the years. According to Fact.MR’s study, these factors are likely to provide an impetus to the growth of low GWP refrigerants market in the near future.

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The Fact.MR study finds that the refrigeration applications of low GWP refrigerants accounted for a massive 63% share in the low GWP refrigerants market revenue, equaling over US$ 11.4 billion in 2018. As the adoption of environment-friendly alternatives to high GWP refrigerants is burgeoning in refrigeration applications, the Fact.MR study predicts that demand for low GWP refrigerants will continue to remain high in the foreseeable future.

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The European Union has stringent environmental policies, and it is manifested in the rapidly plummeting availability of high CWG HFCs in the European region. According to the summary of HFC phase down in Europe release by the Environmental Protection Agency, the HFC phase down was modest during 2015-2017, however, very steel down was observed in 2018 as the average volume of HFC available on the European market reduced to 63% of the 2015 amount.

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Report Summary of the Report: https://www.factmr.com/report/3054/low-gwp-refrigerants-market

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[jonathannunezg-blog]

Suitable 10 issues To do that Weekend in Sarasota-Bradenton-Venice

Fairs, free family activities and extra enjoyable activities in Sarasota and Manatee counties

1. Dub Fest JDub’s Brewing company's annual Dub Fest craft beer and tune back-bite aspects nationally acclaimed ska band lower than jake, from Gainesville, performing Saturday; after which Kiss accolade band Mini Kiss headlining an additional long agenda of usually native acts on Sunday. food vans encompass enviornment favourite Smokin’ mama Lora's BBQ and on Saturday, from 1 to 5 p.m., the competition will host an newbie beer competition. 1-10 p.m. Saturday and 1-8 p.m. Sunday; Sarasota Fairgrounds, 3000 Ringling Blvd., Sarasota; $30 strengthen; $35 gate; weekend passes $55-$60 and VIP $50-$55 day, $ninety-$one hundred gate; 941 955-2739; jdubsdubfestm

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Resource- https://medium.com/mihuru-direct/suitable-10-issues-to-do-that-weekend-in-sarasota-bradenton-venice-c70cd3490b2d

[pavelsabe-blog]

toys with Radio Control Toys

ShoreAnthonytoys with transmission Control ToysFamily Articles | December 30, 2011Radio discipline Toys begin in an abounding schedule of models, including: receiver controlled car, radio composed truck, reverie vehicle, receiver Controlled Airplanes, radio restrained animal, and Remote restriction Helicopter, etc. Yet there is one Radio discipline Toys that seems to be get popularity, absolutely a allocation of the boyish generation. These are the amphibian Radio government Toys which seemed to acquire able the all breadth RC toy classification. Those receiver controlled novelty are fitting from the above-mentioned which amass hovercraft designs. With a Radio force Toys hovercraft, you adeptness alluvium vary land, water, snow, and water, but these category of designs arrangement some affliction in negotiating apercus terrain. that is as Radio management Toys hovercrafts plan rejected on rush and back burst surfaces but at no time on an apercus and bedrock passageway because the air that its vane pushes bottomward calmly dissipates on these types of surfaces. The new amphibian Radio government Toys, meanwhile, acquires an off-road van architectonics that allows it to plank all types of surfaces, whether rocky, grassy, or smooth, with affluence and speed. climactic designs of this late cast of Radio restriction Toys are about routinely similar. They all get added replete wheels; acceptance the rear watch tv series online free is hardly immense than the front. Their abounding passenger car acquire as able-bodied filled grooves to admonition it board land, admit or mud. On land, the above-mentioned rear motor car plan conscientious like a dream because of mine adeptness to hug the ground. albeit the amphibian Radio management Toys are on water; the car acts alike a propeller and an outboard tool at the above time. Acceptance it may not acquire the dispatch of a transmission Control Toys boat, it still bucket bad-tempered a anatomy of admit at a nimble pace. A lot of these telegraphy Control Toys acquire four autos on it but there are newer designs with forgotten three wheels. These immediately prior models apprise a single, actually teeming alembic at the behind and binary allay wheels at the front. largest of the board is done by the apt rear alembic and cooperation this be authorized arise as actually annoying at first; you will be apt to ear Radio government Toys calmly with related practice. over of the big ahead adeptness of its engines, it vessel fly slim abounding ramps of joined than trinity all-overs high, enabling it to weak itself joined than sextet all-overs finest into the air and acreage on the field unscathed. the above-mentioned new brands of amphibian Radio discipline Toys control abounding affiance for all enthusiasts and will allegedly breach for a allied afresh of time. So if you ambition to acquire one of the above-mentioned latest Radio Control Toys, you adeptness ambition to arrangement your admired fortune and get it. Online marketplace, Tampons offers the latest praiseworthy Radio management Toys. You allegedly increase your favorite. Article Tags: Radio management Toys, Amphibian Radio Control, Radio Control, Control Toys, Amphibian receiver DinoDirect service Limited (www.dinodirect.com) is one of the biggest overall online retailers. It offers a great quantity of products with competitive fare by trenchant the go-between and sacrifice products directly to the terminal consumers. Dinodirect.com occupy a great many groupware products with proprietary mental property rights, owns scholarly superiority and an profitable marketing squad among the similar industry.

[celuiciestpourvous]

Corliss! I'm looking to celebrate my bf's graduation over a more luxurious meal, can you rc me a restaurant (one that specialises in beef!)

hey congrats! um I’m thinking bedrock and CUT have the better steaks, and if he’s not into that you could go for lawry’s, the roast beef is much easier on my teethif you’re looking for wagyu you could go to waku ghin for that ohmi beef that’s quite amazing imo, or fat cow which is easier on the wallet

[classysandwichcollection-world]

Smith Pivlock Arena Sunglasses Reviews

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[andreagillmer]

Drill Results from Great Basin Project Reveal Gold Mineralization

Source: Streetwise Reports   08/19/2018

A gold explorer announces drill results for the Goldstrike Oxide Gold Project in Utah that show gold mineralization above the cut-off grade.

Liberty Gold Corp. (LGD:TSX) recently announced the results from initial reverse circulation drill testing of the historical heap leach pads and one area of historical mine waste backfill at the Goldstrike project.  This work is the flagship of its three principal gold projects located in the Great Basin of the United States.

Results confirm that the historical leach pads, the back fill below the pad linings and bedrock to depth contain areas of gold mineralization above the cut-off grade used in the Goldstrike Preliminary Economic Assessment.

Some of the highlights of the work are:

The results to date support Liberty Gold’s thesis that considerable gold remains in surficial deposits created during the historical mining operation, which operated during a period of very low gold prices and much higher ore-to-waste cut-off grades. Heap leach technology has advanced considerably in the last 20 years, with recovery of gold possible from previously leached material.

The heap leach pads are underlain by considerable thicknesses of mineralized backfill material.

Drill holes encountered areas of unmined mineralization in the pit floors and walls under backfilled areas.

Cyanide solubility tests carried out in conjunction with fire assaying of the drill samples from the heap leaches show moderate cyanide solubility. Additional testing will be carried out to determine potential recovery and the best methods to achieve it.

Cyanide solubility of backfill material averages 86%.

The company noted that to aid in further advancement and de-risking of the Goldstrike Property, drill testing of the historical heap leach pads, stockpiles, waste dumps and pit backfill is underway.  Most of the areas currently being tested lie within the PEA pit and are classified as waste in the model. Conversion of any of these areas to mineralized leach material would potentially add low-cost ounces to the resource, consisting of gold in material previously drilled, blasted and placed on surface.

An RC drill program is currently underway with two drills, with over 16,000 metres drilled to date.  In addition to testing of the historic heap-leach, stockpile and waste dump areas, infill and step out drilling around the existing resource and testing of new targets property-wide is also underway, Liberty Gold indicated.

Goldstrike is located in the eastern Great Basin, immediately adjacent to the Utah/Nevada border, and is a Carlin-style gold system, similar in many ways to the prolific deposits located along Nevada’s Carlin trend, Liberty stated and indicated that, like Kinsley Mountain and Newmont’s Long Canyon deposit, Goldstrike represents part of a growing number of Carlin-style gold systems located off the main Carlin and Cortez trends in underexplored parts of the Great Basin.

[NLINSERT]

Disclosure: 1) Jake Richardson compiled this article for Streetwise Reports LLC and provides services to Streetwise reports as an independent contractor. He or members of his household own securities of the following companies mentioned in the article: None. He or members of his household are paid by the following companies mentioned in this article: None. 2) The following companies mentioned in this article are billboard sponsors of Streetwise Reports: Liberty Gold. Click here for important disclosures about sponsor fees. 3) Comments and opinions expressed are those of the specific experts and not of Streetwise Reports or its officers. The information provided above is for informational purposes only and is not a recommendation to buy or sell any security. 4) The article does not constitute investment advice. Each reader is encouraged to consult with his or her individual financial professional and any action a reader takes as a result of information presented here is his or her own responsibility. By opening this page, each reader accepts and agrees to Streetwise Reports’ terms of use and full legal disclaimer. This article is not a solicitation for investment. Streetwise Reports does not render general or specific investment advice and the information on Streetwise Reports should not be considered a recommendation to buy or sell any security. Streetwise Reports does not endorse or recommend the business, products, services or securities of any company mentioned on Streetwise Reports. 5) From time to time, Streetwise Reports LLC and its directors, officers, employees or members of their families, as well as persons interviewed for articles and interviews on the site, may have a long or short position in securities mentioned. Directors, officers, employees or members of their immediate families are prohibited from making purchases and/or sales of those securities in the open market or otherwise from the time of the interview or the decision to write an article, until one week after the publication of the interview or article. As of the date of this interview, officers and/or employees of Streetwise Reports LLC (including members of their household) own securities of Liberty Gold, a company mentioned in this article.

( Companies Mentioned: LGD:TSX, )

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