#Plaxis 3D Software

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Top Geotechnical Software Tools You Should Know

In geotechnical engineering, using the right software is very important. These tools help engineers analyze soil, tunnels, slopes, and foundations more accurately and quickly. This infographic shows some of the top geotechnical software tools used today, like PLAXIS, ABAQUS, FLAC, and more.

If you're a student, researcher, or working professional, learning how to use these tools can improve your skills and open up new opportunities. Visit PIGSO LEARNING to explore expert-led courses and industry-relevant resources.

📘 Learn With Us:

Join our PLAXIS 2D/3D Training Course Online to understand soil-structure interaction and real-world analysis.

Take our Abaqus Training Course Online to learn advanced simulations and FEA methods.

Read our blog to learn more: Finite Element Analysis in Geotechnical Engineering

[irispublisherscivilengineering]

Finite Element Analyses in the Tunnel: An Overview-Iris Publishers

Authored by  Buse Şeyda Hocaoğlu*

Abstract

With the development of the world and human beings’ rush to get somewhere, the need for tunneling has increased. Solutions have been made with the methods of end-to-end elements searched for a more straightforward resolution and visual thinking of tunnel projects that are complex and difficult to foresee. Thanks to these methods, geotechnical problems have been more easily detecting, and solutions have been producing in a short time. Several finite element methods have been developed in line with technology development and research. In this study, Plaxis, Flac, ABAQUS, Diana, Midas GTS NX programs, which are some of these programs, were briefly introduced, and tunnel projects solved with the mentioned programs were given

Keywords:Finite element method; Tunnel project; Plaxis 2D/3D; Flac 2D/3D; Geotechnical

Introduction

The finite element method is a numerical method that thoroughly solves mixed engineering problems. It was first developed and used in 1956 for stress analysis of aircraft bodies. It has been understood that it can also solve engineering and applied sciences problems in the following years. Over the years, the finite element method and solution techniques have developed rapidly and have become one of the best methods used to solve many problems today. The method is so popular for many engineering areas because a generic computer program can only solve any problem by changing the input data. By separating it into finite elements suitable for the structure of a problem, it implements a solution method in the form of a low energy level of internal and external forces on the obtained elements and then combining these elements. As a result, the system’s features, border conditions, sudden or continuous changes of external loads can be easily examined. It is also possible to reduce the element sizes in the constant system’s desired parts for the detailed examination of a region [1,2]. It can list the advantages of finite element methods: geometry allows complex problems to be solved, easily applicable in systems with different and complex material properties, easy to include border conditions in the fundamental equations of the system, and the use of the same model to solve many problems [2]. The disadvantages of the finite element method can be listed; found that the accuracy of the result obtained depends on the accuracy of the data, that the separation of regions requires experience to get an acceptable correct result, and that the accuracy of the result obtained is observed, and that the physical problem must be investigated well [2]. The finite element method has been used for 30 years in many engineering areas and was introduced in geotechnical engineering in 1996. The most important reason for this is that geotechnical engineering has complex issues and takes time to solve them. When used correctly, this method can provide accurate results for practical geotechnical engineering problems. A good analysis allows the engineer to understand the problem better [3]. The Finite element method can be applied to any linear-elastic medium. However, it requires many limitations for the implementation of the method in geotechnical engineering problems. In the method, material behavior is formulated by associating with changes between shape changes and total stress. In contrast, in geotechnical problems, the total tensor is decompressed into cavity water pressures and effective stresses, and material behavior is often expressed in terms of effective stresses. Most of the Geotechnical problems are interacting with the structure and the ground. Therefore, in analyzing these types of problems, it is necessary to use an intermediate surface between the structure and the soil. As a result, it is required to make changes to correctly apply the finite component method in geotechnical engineering [2]. To get a realistic result in analyzing finite elements for geotechnical engineering problems, the procedures are carried out step by step (phased loading, phased excavation). There are two benefits to ensuring that analysis can be performed in stages. First, the geometry changes at each step if the analyzes add or remove the padding. The change in geometry can be modeled by adding or removing elements from the network of end elements. Secondly, in the analysis, the ground properties change at each loading stage due to the change of stresses in the soil mass [2]. As a result of the study of finite elements in geotechnical engineering problems, parameters such as stresses, cavity water pressures, lateral and vertical movements, and groundwater flow are determined [1]. Today, programs used in finite element methods are used in many areas, such as ground mechanics, fluid mechanics, aircraft engineering, nuclear engineering, rock mechanics, etc. It can be studied by selecting the program that will give the most realistic results for problems. Examples of these programs include Plaxis 2D/3D, FLAC 2D/3D, ABAQUS, Diana, Midas GTS.

Methods

Plaxis 2D/3D

Plaxis 2D/3D, one of the finite element’s programs, is a program developed to analyze geotechnical engineering problems. The program consists of an input program, calculation program where analysis is performed, output program that graphically presents the study results, and curve program that enables the creation of the desired chart with the results obtained (Figure 1). This program is used to design projects where deformation and stabilization analyzes are needed, strain-shifting, ground structure interaction, loading conditions, carrying power, consolidation, current network, ground dynamics, and material are varied and bring real-life results [4]. According to the method of finite, a continuous environment is divided into many elements. The node points on each element have a degree of freedom. During the creation of a network of finite elements in the Plaxis program, the cells are divided into triangular elements with 6 or 15 nodes (Figure 2). Even if it takes a little more time to calculate the stresses and migration surfaces more realistically, it is better to select the 15-node element. The displacement is calculated at node points during the finite element calculation [4] (Figures 1,2).

Under the main heading Plaxisde Material Sets, the floor and structural members (Soil & Interface, anchor, Beam, and Geotextile) can be defined. The Plaxis program has several floor models, such as Mohr-Coulomb (MC), Hardening Soil (Model-HS), soft Soil Creep (Model-SSC), which are widely used for analyzing floor mechanics problems (Figure 3) [4].

Flac

FLAC is a program that uses the use of a finite element type to numerically or numerically examine the mechanical behavior of continuous media in equilibrium or progressive plastic yield. In the program, creating a network of finite differences defined by the user via elements can detect the behavior of materials such as ground and rock at the level of plastic flux. Every element behaves by the previously specified linear or non-linear stress-shape defining feature against forces applied under boundary conditions [6]. Thanks to the intermediate surface formulation in the software, the interaction between two sonly differences networks that are interconnected but are likely to divest or slide along a surface, such as a fault structure, can also be modeled. Hydrostatic pressure used in liquefies research or design of dams is carried out by applying fluid mechanics formulation. Structural elements are used to model entities such as anchors and flooring nails. In addition to all these, it is possible to perform realistic modeling with this software by applying static and dynamic boundary conditions. Although FLAC has been developed for Geotechnical engineering applications, it is also widely used in many research areas such as mining engineering, underground structures, and rock mechanics (Figure 4) [6].

The use of the FLAC finite element program in some engineering applications is as follows:

1. Calculation of transport capacities and deformations according to ground and loading conditions in the design of slope and foundations.

2. In the ground structures, calculate the safety coefficient in the stability analysis of fillers and slope.

3. Assessing the fault structure and impact of the interest structure in mining research projects.

4. Design of floor anchorages, rock bullion, ground nail, and support systems in geotechnical problems.

5. Examination of the dynamic effects that will occur resulting from vibration and explosion in tunnel and mine excavations.

6. performing seismic analysis of structures in the design of earth filling dams.

The solution of the Flac finite elements method consists of the three-step approach given below. The solution method for FLAC finite components consists of the following three-stage process. First, the finite differences phase, a limited time, and the change over field linear default variables are estimated by the time and finite differences of the first degree. Second, the model’s deposition phase: An equivalent environment replaces the continuous environment by a deposition. In the new environment, all forces are assumed to be gathered at the nodes of a three-dimensional network. Third, the dynamic solution phase is used to access the system’s balanced state, whose inertia terms in motion equations are analyzed as numeric agents [6].

Abaqus

Abaqus is a finite element method that works through a detailed analysis of engineering problems by creating realistic computeraided models (Figure 5).

It offers the ability to analyze linear and nonlinear projects that are difficult to solve due to the different material models and finite element types involved [8]. The program consists of five essential software: Standard, Explicit, CFD, Electromagnetic, and CAE. ABAQUS/Standard uses solution technology, ideal for static and low-speed dynamic events where highly sensitive stress solutions are critical. Within a single simulation, it is possible to analyze a model in both the frequency and time zone. Standard is closed finite elements software that can perform static and dynamic analyzes. Their solution uses advanced material and element features. It can also perform acoustic and associated doubleacting analyzes, and the plastic injection can be used in conjunction with various programs for mold analysis results [8]. Abaqus/Explicit, a particular purpose finite element analyzer that uses an open integration scheme to solve many complex contacts, nonlinear systems under transient loads. At the same time, automotive is particularly suitable for simulating short transient dynamic events such as collision capability and ballistic impact. It is a handy software for simulating semi-static events, such as handling nonlinear behavior and the rounding of hot metal effectively.

Collision tests can be used for dropping tests and resolution of strain problems [8]. Abaqus/CFD, it is the software that Abaqus offers to solve computational fluid dynamics problems. It can solve nonlinear fluid-structural and fluid-thermal problems. Real results are achieved when used in nonlinear structural-flow and heat- flow applications [8]. Abaqus/Electromagnetic offers an advanced computational solution of electromagnetic problems [8]. Abaqus/ CAE is a software used for both the modeling of mechanical components and its analysis and visualizes the analysis results. Thanks to its intuitive interface, it is user-friendly in modeling, research, and result visualization [8].

Diana

Chan in 1988, designed for dynamic, static, and consolidation analysis of geomechanical problems. It is a 2-dimensional element program that contains plane deformation and asymmetric analysis. The program has five ground models. It can be rank these models as a linear elastic model, Coulomb changing with average effective environmental pressure, a general elastic model with friction envelope, elastic-full plastic Mohr-Coulomb, original glass clay Pastor-Zienkiewicz Mark-III models. The DIANA program requires four input files for each finite element analysis to be performed. These input files consist of mesh, data, introduction, and earthquake files. Running an analysis requires these input files to be created in a specific order [10]. The network file defines the geometry of the finite element network to be used in the analysis. The geometry of the defined floor model is divided into smaller regions, creating a finite element net. The input file ‘DYNMGEN’ is used to prepare the network file [10]. The data file contains control data to be used to perform finite element analysis. All technical information about finite element analysis is stored in this file [10]. The Initial file creates the initial conditions for finite element analysis. This file’s data contains the initial speed, start time, start displacement, maximum displacement norm, earthquake status, initial acceleration, and internal parameters of the ground model. The ‘DYNINT’ input file is used to prepare the initial data file [10]. The earthquake file is the last input file required for finite element analysis. The important aspect to be considered in preparing this input file required for dynamic analysis is the type of earthquake and the scale factor. For dynamic analysis, the desired load transaction type and transaction scale must be created in the ‘DYNEQK’ input file and encoded in the scale factor data file [10].

Midas GTS NX

MIDAS GTS NX is an important method of finite elements for geotechnical and tunnel analysis systems. It can model geological problems that are difficult to model with advanced technology [11]. In Midas GTS NX, geometry is modeled in 2 shapes. The first is that geometry is drawn in 2D or transferred from drawing programs. A network of 2D finite elements is then created and offset to the 3rd dimension, resulting in a model of 3D finite elements. This method may not be available for complex geometries. The other method is to create 3D geometric objects by giving dimensions 3rd dimension in 2 sizes or transferred using the command “extrude” [12].

Examples Using the Finite Element Method

Tunnel example with Plaxis Program

In this tunnel project application, the Plaxis 2D program, one of the finite programs, has calculated deformations that can be caused by the passage of tunnels. In line with these deformations, ground improvement methods have been implemented. The Plaxis program is selected for this application because complex boundary conditions and nonlinear material behavior allow systematic programming in solving challenging and complex problems such as non-homogeneous materials. 6 different cases have been explored in this application. In the first application, the whole floor is assumed to be clay, and the tunnel is added. (Figure 6). In the second application, tunneling is performed in the clay and sandy variable ground profile with different ground parameters (Figure 7). The deformation of the floor surface and the deformation of the tunnel covering have the same value and have increased by 50,92 mm. In the third application, he implemented a building load without improving the previous project (Figure 8). The deformation of the floor surface has increased to 87,41 mm. Due to the tunnel covering’s building load; the deformation value has risen to 52, 57 mm. Improved soil with geotextiles and sealants before applying building load in the fourth application (Figures 6-9).

Due to the optimization, the deformation of the floor surface has been retightened to 67,49 mm. The deformation value in the tunnel covering is close to the previous example and has dropped to 51,71 mm. A 2 m thick floor injection method is implemented as an enhancement (Figure 10). As a result of this optimization, the soil surface’s deformation has been retightened from 67,49 mm to 58,62 mm. The deformation value in the tunnel lining is 52.54 mm. The sixth application assumes that a 5-story building with two basements is built on the ground, and the deformation value in the tunnel coating is 50.51 mm (Figures 10,11).

As a result of these examples, finite element programs must be analyzed to ensure that new structures built after tunnel construction are constructed without damaging the tunnel and existing structures. A non-damaged construction must be carried out by determining suitable solutions to the problems that will arise. Before applying a building load, improvements can be made to the characteristics of the floor, thus setting the seating values on the floor surface to lower values. It is important to maintain the ground during tunnel construction and select two to maintain the tunnel’s stability. The groundwater check must be carried out from the start of the project. The tunnel is to be built must be checked that it will not damage structures around it [13].

Tunnel example with FLAC 3D Program

Pressed floors can cause many problems, such as the collapse of supports due to heavy load, groundwater, excessive closure of pile profiles, or destruction of tunnel support. Therefore, before tunneling on such floors, the type and severity of the jamming that may occur should be investigated in advance. A specific formula produced by Hoek-Brown is used to predict the possibility of jamming and to analyze the jam. Flac 3D, Finite elements program, was used to determine the Hoek-Brown criteria parameters to be taken into account in the analysis of trapped floors in this application. For these studies, four Hoek-Brown input parameters are considered and modeled mainly: Rock mass parameters GSI (geological strength index), UCS (single-axis press strength), MI (Hoek material constant), and H (covering thickness). Code (FISH code) has been written by the Hoek-Brown criteria, as Flac3D is based on Mohr-Coulomb criteria. Numerical modeling results using GSI, H, UCS, and mi variables according to Hoek and Brown defeat criteria are presented separately as deformation contours and plastic zone contours. Deformation contours have been found to have a significant reduction in deformation contours around the tunnel as the GSI value increases from three-dimensional numeric models with different GSI values (Figure 12). In line with the results obtained by giving different tunnel cover thickness values, it was determined that the deformations around the tunnel increased rapidly as H increased (Figure 13). As a result of the deformation contours for the different mİ values from the three-dimensional numeric models, the mİ value has increased. In contrast, the deformation values have been found to have very little reduction than the other parameters (Figure 14). Thus, it is understood that the effect of mİ value on the potential for compression is not an important parameter. A significant reduction in deformation around the tunnel has been identified as the UCS value increases about deformation contours from three-dimensional numerical models using different single axis thrust strength values (Figures 12-15).

As a result of different GSI values, plastic zone contours decreased significantly in the thickness of the plastic area around the tunnel as the values increased (Figure 16). Using different cover thicknesses, it was determined that the value of plastic zone thickness increased as it increased (Figure 17). Using another mi value, it was determined that the plastic zone thickness values decreased due to the increase (Figure 18). While a change in the plastic zone size was observed with the increase in MI value, it was determined that this determined change MI parameter was not a useful parameter on the plastic zone. Using different single axis thrust strength values has determined that the plastic zone thickness around the tunnel decreases as the UCS value increases (Figures 16-19).

In parallel with the result of the plastic region radius, analyzes, and deformation analysis, the study’s parameters revealed that GSI, UCS, and H were the most influential parameters. It should be considered that the effect of the MI parameter will also change when the fixed parameters are changed, even though the impact of the MI parameter is low [14].

Result

As a result of developing technologies and research, existing programs have been designed and provided ease of solution to many engineering problems. The programs in which the method of finite elements was applied increased over time. In this way, almost every engineering branch has used appropriate programs for its problems. Many complex and time-long issues have been solved in fewer time thanks to these programs. Questions are broken down into pieces and solved in more detail, resulting in more realistic results. The development of programs and the introduction of 3D solutions have made it easier to understand problems and solutions. This makes tunnel projects easier to solve, and errors can be detected. Problems encountered during the opening phase of tunnels have been quickly resolved, and necessary improvements have been made. As technology evolves and people seek more realistic results, the finite element methods will continue to grow and develop.

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SAP2000 ETABS AutoCAD Civil 3D Primavera P6 STAAD Pro Tekla Structures Midas Gen Plaxis Revit Structure

https://www.civilax.com/civil-engineering-software/

[civilax83-blog]

Civil Engineering Software

SAP2000

Civilax - The Civil Engineering Base of knowledge may be the premier source of practicing civil & structural engineers. It engages, enlightens, and empowers engineers through interesting, informative, and inspirational content.

STAAD Pro

Civilax Civil Engineering Software includes programs with functionality specific towards the civil engineering industry, for example railway modeling, road and highway design, and mapping tools. Some of these goods are stand-alone tools with extensive CAD technology tailored towards civil engineering, while others run atop other software to optimize them for civil engineering purposes. Our Collection includes SAP2000 , ETABS , AutoCAD , Civil 3D , Primavera P6 , STAAD Pro , Tekla Structures , Midas Gen , Plaxis , Revit Structure software. Civilax members will have full use of our software collection.

[synergyblog291]

Plaxis Student Version

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The Student Pack contains the introductory versions of PLAXIS 2D and PLAXIS 3D software, and a special version of the Tutorial Manual 2010. PLAXIS software is based on the Finite Element Method (FEM) and intended for 2-Dimensional and 3-Dimensional geotechnical analyses of deformation and stability of soil structures, as well as groundwater flow, and used in geo-engineering applications such. The PLAXIS 2D Installation Wizard opens. Click the Browse button ( ) next to Installation Directory field. In the Browse For Folder dialog that opens, browse to the drive and folder where you want to install PLAXIS 2D, then click OK. To read the End-User Licencing Agreement (EULA), click the Licencing Agreement link. Oct 19, 2020 PLAXIS 2D. The use of PLAXIS and the help from PLAXIS experts resulted in a very successfully ground freezing project. The measured results were very consistent with the modeled behavior, resulting in cost and energy saving. Sopko, Ph.D., P.E. Director of Ground Freezer, Keller.

If you install PLAXIS 2D for the first time, you will have to download the installer from Bentley Software Downloads. You need to create an account and then log in, to access the download site.

Note: To discontinue installing the product at any time, click Cancel.

In an Explorer window, double-click the PLAXIS 2D setup executable.

The PLAXIS 2D Installation Wizard opens.

(Optional) To change the location where PLAXIS 2D is installed, either:

type a folder path in the Installation Directory field

or

click the Browse button (…) next to Installation Directory field. In the Browse For Folder dialog that opens, browse to the drive and folder where you want to install PLAXIS 2D, then click OK.

To read the End-User Licencing Agreement (EULA), click the Licencing Agreement link.

The End-User Licencing Agreement opens in a web browser.

After reading the licence agreement, check the I accept the End User Licencing Terms check box if you understand and agree to the Licence Agreement Terms and Conditions. Click Next.

Note that, agreeing to the licence agreement is required in order to install the product.

Click Install to start the installation.

The installation requires administrator rights. If Windows prompts you with a User Account Control dialog, click Yes to proceed.

Once the installation has finished, the Install Wizard will notify you. Click Finish.

A program group is created for this product.

Bentley Geotechnical Engineering experts are continuously improving PLAXIS CONNECT Edition. In this update many improvements have been included, for example, solutions for problems related to using the software in various languages and tunnel modelling. Moreover, the PLAXIS 2D and 3D Output Viewers have been updated to also support the latest PLAXIS versions.

Plaxis Student Version Free

New released versions:

Hong Kong approval

Users of MoDeTo will be pleased to know that Bentley Geotechnical Engineering worked hard for usability enhancements, including quicker regeneration of the design verification model and copying and pasting data in the input and design tables. The visualization of results along the shaft is now much clearer at soil layer transitions.

And the interoperability with SACS sees advancements as well; users could already export pile (shaft) curves since MoDeTo CE Update 3 and now they can also export pile base curves to be directly used in SACS for your offshore structural analysis. These pile base curves are a recent addition to SACS CONNECT Edition V14.03 (Pile3D - Base Shear and Moment using Plaxis MoDeTo curves (Tech Preview)).

A PLAXIS 2D to PLAXIS 3D converter has seen continuous improvements based on user feedback. As a result, this is now elevated from Technology Preview to a full feature. Conversion of a tunnel and its reinforcements (rock bolts) is now possible. And when launching it from PLAXIS 2D, the converter tool will try to establish a connection to PLAXIS 3D. It was never easier to generate a full PLAXIS 3D model from an existing PLAXIS 2D model.

ParaView post processing - Technology preview

Instruction videos to get you started: Discover ParaView post-processing environment for PLAXIS 3D calculation

A new digital workflow has been improved in order to bring the Limit Equilibrium Method slip surface analysis closer to a PLAXIS Finite Element Method calculation: importing SOILVISION’s SVSLOPE models directly into PLAXIS 2D is now possible, including the conversion of any support into PLAXIS 2D structural elements.

[civilengineeringcourses]

Top Best PLAXIS Software Training Courses Online

Need to master PLAXIS 2D or 3D geotechnical analysis? In this blog, you will learn about the best PLAXIS training courses online: live, practical, and certification courses. Are you a novice, or do you want to accelerate your expertise? Such platforms as PIGSO Learning, Udemy, Inge Expert, and Ram Cadds Campus are reviewed and compared to each other so that you could select the one that suits you best.

Read now: https://pigsolearning.com/blog/top-best-plaxis-training-courses-online/

[education3244]

Numerical Analysis of Rectangular Footing Bearing Capacity Using PLAXIS Software Training

This study examines the bearing capacity of a rectangular footing using PLAXIS, an FEM-based geotechnical software. PLAXIS 2D and 3D were compared, with 3D providing more accurate results. The Mohr-Coulomb model was used for soil, and a linear-elastic model for the footing. Incremental loading and failure analysis were conducted. PLAXIS training helps engineers master numerical modeling. Courses like PLAXIS 2D/3D Training and Understanding PLAXIS Software enhance expertise in geotechnical analysis.

[lokerbumiayu]

ZAMIL ENGINEERING CONSTRUCTION Membuka lowongan pekerjaan untuk posisi : 1. Trainer (TR) Kualifikasi: - Musilm/Muslimah taat - Pendidikan Min S1 - Pengalaman min 2 tahun dibidangnya - Memiliki Passion dan komitmen - Menguasai 1 atau lebih software berikut: SAAP200, AutoCad, Sketch Up, RAB, PLAXIS, Staad Pro, ETABS, TEKLA, REVIT, Ms. Project, PRIMAVERA 2. Civil Engineer (CE) Kualifikasi: - Musilm/Muslimah taat - Pendidikan Min DII/S1 - Usia maks 27 tahun - Pengalaman min 2 tahun dibidangnya - Dapat membaca gambar kerja dan menghitung estimas biaya - Dapat bekerja sesuai target - Memiliki passion dan komitmen - Menyertakan portofolio ( max 200 mb) - Menguasai software teknik sipil 3. Arsitek (ARS) - Musilm/Muslimah taat - Pendidikan Min DII/S1 - Usia maks 27 tahun - Pengalaman min 2 tahun dibidangnya - Dapat membaca gambar kerja - Dapat bekerja sesuai target - Memiliki passion dan komitmen - Menyertakan portofolio ( max 200 mb) - Menguasai software teknik arsitektur - Mampu menggambar 2D, 3D, dan rendering 4. Marketing ( MA) - Musilm/Muslimah taat - Pendidikan Min DII/S1 - Usia maks 27 tahun - Pengalaman min 2 tahun dibidangnya - Dapat bekerja sesuai target - Memiliki passion dan komitmen - Memiliki komunikasi yang baik - Penempatan di jogja dan solo 5. Admin (ADM) - Musilm/Muslimah taat - Pendidikan Min SMK akuntansi - Usia maks 27 tahun - Pengalaman min 2 tahun dibidangnya - Dapat bekerja sesuai target - Memiliki passion dan komitmen - Memiliki komunikasi yang baik - Penempatan di jogja dan solo Selengkapnya baca di lokerbumiayu.com/p/ZEC30 #lokerjogja #lokersolo #lokerbumiayu #lokerjateng #lokerbrebes #lokerbanyumas https://www.instagram.com/p/Bxbm0uIFxUh/?igshid=c1ag1opy9pcc

[arsenalnigeriafans-blog]

Quantity Surveyor

Job Title: Senior Quantity Surveyor Location: Nigeria Department: Supervision Works Requirements Applicant Must: Be of Nigeria citizen Master's degree with (minimum Second class honours, upper division). Be a member of a Professional Body will be an added advantage Minimum of ten (10) years field experiene Have experience in Railways infrastructural development in Urban and Extra-urban areas and related works is an added advantage Knowledge of international Standards and Regulations (BS, Eurocodes, ASTM, AASHTO); Proficient in MS Office (Word, Excel, Power Point); CAD software (Autocad, Autocad Civil 3D, ARCHICAD) Must know how to make use of specialized software related to the required position (GIS, PLAXIS, SLOPE, PARATIE, FLAC, HEC-RAS, HEC-HMS, SAP 2000, LUSOS, MIDAS, RCSEC, PROST). Good use of specialized instruments and system related to the position. Application Closing Date Not Specified. How to Apply Interested candidates should send their comprehensive Curriculum Vitae (CV) including the Bio-data, Reference etc. to: jobs@teamnigeria.com also copy ogedirect@gmail.com Read the full article

[sunj-ir]

خرید نرم افزار آموزش PLAXIS نشر پدیا سافت به همراه نرم افزار آموزش CIVIL 3D نشر پدیا سافت با قیمت مناسب

خرید نرم افزار آموزش PLAXIS نشر پدیا سافت به همراه نرم افزار آموزش CIVIL 3D نشر پدیا سافت 2020 بهترین محصول دیجی کالا    قیمت محصول : 49000 تومان برند : Miscellaneous   برای خرید و مشاهده محصول کلیک نمایید.       برای خرید و مشاهده محصول کلیک نمایید.       برای خرید و مشاهده محصول کلیک …

sunj سانجی - خرید نرم افزار آموزش PLAXIS نشر پدیا سافت به همراه نرم افزار آموزش CIVIL 3D نشر پدیا سافت با قیمت مناسب

source https://sunj.ir/190346/book/educational-content/software-and-computer-training/%d8%ae%d8%b1%db%8c%d8%af-%d9%86%d8%b1%d9%85-%d8%a7%d9%81%d8%b2%d8%a7%d8%b1-%d8%a2%d9%85%d9%88%d8%b2%d8%b4-plaxis-%d9%86%d8%b4%d8%b1-%d9%be%d8%af%db%8c%d8%a7-%d8%b3%d8%a7%d9%81%d8%aa-%d8%a8%d9%87-7/digikala

[mikemortgage]

New Open Applications Advance Comprehensive Modeling Environment for Multidiscipline Collaboration

LONDON — The Year in Infrastructure 2018 Conference – Bentley Systems, Incorporated, the leading global provider of comprehensive software solutions for advancing the design, construction, and operations of infrastructure, today launched OpenSite Designer, a built-for-purpose application for the design and construction of civil site projects. It also launched OpenBuildings, bringing together its AECOsim building design and Speedikon factory and industrial design applications; and announced the availability of OpenBuildings Station Designer, a specialized application for designing rail and metro stations. At the same time, Bentley announced the availability of OpenBridge Designer, which combines Bentley’s bridge modeling, analysis and design capabilities into one comprehensive package, and OpenFlows FLOOD, a flood analysis and early warning system.

In addition, in pursuit of its ‘industrialization’ strategy, Bentley announced it has rebranded under its Open portfolio several of its applications based on MicroStation technology which collectively accelerate the advancement of its comprehensive modeling environment by connecting digital workflows across disciplines and sharing digital components in its Connected Data Environment (CDE).

Bhupinder Singh, chief product officer, Bentley Systems, said, “Open has three meanings. First, it signifies open to multiple disciplines. Second, it means open to analysis and simulation. Using different applications, two different disciplines, for example, a geotechnical engineer and a structural engineer, can iterate on the same dataset in our comprehensive modeling environment, providing a ‘digital feedback loop’ and enhancing their collaboration across BIM workflows. And third, because MicroStation technology underpins Open applications, users can produce multidiscipline deliverables and accomplish multidiscipline clash resolution from any Open application. Bentley’s comprehensive modeling environment is ‘Open’ for collaborative digital workflows.”

Fully 49 of the 62 finalists and awardees of this year’s Year in Infrastructure Awards credited collaborative digital workflows in their successful outcomes. For example, OpenRoads, Bentley’s civil design applications for road networks, is credited by 22 awards finalists’ projects in 12 categories, and OpenPlant, Bentley’s plant design project management applications, is credited by 10 finalists’ projects in 9 different categories. ProjectWise and/or AssetWise were credited by finalists’ projects in 16 of 19 awards categories this year.

OpenSite Designer

The collaborative nature of digital workflows connecting analysis and simulation with design and modeling is exemplified in OpenSite, Bentley’s new solution for the design and construction of civil site projects. OpenSite provides rapid site modeling and analysis, earthwork optimization and quantification, drainage and underground utilities, and automated project deliverables.

OpenSite Designer provides the most comprehensive site design workflow available including reality modeling, geotechnical, underground utilities, stormwater drainage, terrain modeling, detailed drawing production, and visualization. OpenSite Designer optimizes design outcomes with multidiscipline information modeling and analysis. Interoperating with PLAXIS, Bentley’s newly acquired geotechnical engineering solution, site plans can be enhanced with new information about the active properties of soil including bearing capacity, stresses, and displacement.

OpenBuildings Designer

The newly launched OpenBuildings Designer incorporates all of the capabilities of AECOsim Building Designer as well as Components Center and a range of new capabilities and standards including EnergyPlus, a building energy model to help users comply with ASHRAE standards in the US, and UK energy requirements; support of international standards including IFC 2×3, IFC4 Reference View, COBie, and Singapore’s Building and Construction Authority; new capabilities to design curtain wall systems; and OpenBuildings Speedikon, a leading application for industrialized design and construction. OpenBuildings Designer takes advantage of collaborative digital workflows with other applications in Bentley’s Open portfolio, for example templates in OpenBuildings Station Designer for tunnel segments created through GenerativeComponents based on linear alignment from OpenRail. Showcasing their robustness and versatility, OpenBuildings applications were credited by 32 of 62 of the Year in Infrastructure Awards finalists projects in 15 of 19 categories.

OpenBridge Designer

OpenBridge Designer is a new, all-encompassing application that integrates the modeling capabilities of OpenBridge Modeler and the analysis and design features of RM Bridge, LEAP Bridge Concrete, and LEAP Bridge Steel to meet the design and construction needs of both concrete and steel bridges. OpenBridge Designer enables bridge designers to rapidly create an intelligent, parametric bridge model, fully integrated with analysis and design, as well as drawings. It enables seamless synchronization of various disciplines for analysis, design, detailing, documentation, construction engineering and load-rating.

OpenFlows FLOOD

Bentley also announced the rebranding of its Haestad water modeling and ACTION Modulers flood analysis product lines to form OpenFlows for water districts, sewer utilities and flood plain managers. OpenFlows extends smart water networks capabilities with GIS-based asset-centric information for water loss reduction, water operations, flood prediction and prevention. OpenFlows FLOOD continuously monitors watersheds, integrating data from real-time monitoring stations and numerical models to calculate risk levels. OpenFlows FLOOD mitigates flood risk, improving understanding of the processes involved in flood generation, and transmitting early alerts to reduce the impact caused by floods.

Connecting Digital Workflows Across Disciplines

Applications for analysis and simulation, on the one hand, can collaboratively and iteratively work with applications for design and modeling, and on the other, connect operational workflows and converge the work of different disciplines. Collaborative digital workflows are characterized by data captured or created for one purpose being accessed and used by other applications for other purposes thereby saving time, minimizing rework, and improving data quality over the asset lifecycle.

An example of multidiscipline collaboration with OpenFlows involves workflows that use ContextCapture to create a 3D reality mesh, feeding into OpenFlows FLOOD modeling and using the terrain as input to various analyses in a single review environment for visualization and presentation to stakeholders using LumenRT.

Connecting analysis with modeling in another Open collaborative digital workflow involves the layout of road geometry, and hydraulic analysis and design using storm analysis tools including the determination of the size of storm inlets, pipes, depth of pipes, and manholes. The collaborative nature of the workflow enables clash detection in the subsurface environment, and iteration and adjustment as needed, to confirm functional and physical characteristics.

Other instances of Open collaborative digital workflows connecting design and analysis include OpenUtilities with Siemens’ PSS©SINCAL, which helps utilities improve resilience and deal with weak spots in the grid; and OpenBuildings Station Designer with LEGION pedestrian simulation, to enable designers to design, test, and validate simulations of scenarios for pedestrian traffic.

Rebranding

Completing its announcement about Open applications, Bentley said that Bentley Map will be rebranded as OpenCities Map; and OpenComms, aimed primarily at multisystem operators, will incorporate Bentley Fiber and Bentley Coax.

About Bentley Systems

Bentley Systems is the leading global provider of software solutions to engineers, architects, geospatial professionals, constructors, and owner-operators for the design, construction, and operations of infrastructure. Bentley’s MicroStation-based engineering and BIM applications, and its digital twin cloud services, advance the project delivery (ProjectWise) and the asset performance (AssetWise) of transportation and other public works, utilities, industrial and resources plants, and commercial and institutional facilities.

Bentley Systems employs more than 3,500 colleagues, generates annual revenues of $700 million in 170 countries, and has invested more than $1 billion in research, development, and acquisitions since 2012. From inception in 1984, the company has remained majority-owned by its five founding Bentley brothers. Bentley shares transact by invitation on the NASDAQ Private Market; strategic partner Siemens AG has accumulated a non-voting minority stake. www.bentley.com

OpenBridge Designer integrates modeling capabilities and analysis and design features of to meet the design and construction needs of both concrete and steel bridges.

Bentley, the Bentley logo, AECOsim Building Designer, AssetWise, ContextCapture, LEGION, LumenRT, MicroStation, OpenBridge, OpenBuildings, OpenCities, OpenCities Map, OpenComms, OpenFlows, OpenRoads, OpenUtilities, and ProjectWise are either registered or unregistered trademarks or service marks of Bentley Systems, Incorporated or one of its direct or indirect wholly owned subsidiaries. All other brands and product names are trademarks of their respective owners.

View source version on businesswire.com: https://www.businesswire.com/news/home/20181018005015/en/

Contacts

Bentley Systems Jennifer Maguire +1 610 458 2695 jennifer.maguire@bentley.com Follow us on Twitter: @BentleySystems #YII2018; #GoingDigital

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[bhartigy]

Civil Engineering Softwares

Management MS Project Primavera Project Kick Start Smarta Analysis/Design Staad Pro GTS STRAP Sap 2000 Struds ETABS NISA GT Strudl Xsteel MicroStation Ansys Modelling ArchiCAD AutoCAD Rivet D Studio MAx PDS PDMS SP 3D Tekla Structures Photoshop Water Tanks ESR GSR Quantity & Estimation QE PRO Geotechnical Plaxis Geo GPS/GIS Arc View GeoMatics Sewer Modelling Kanal ++ Water Distribution Network…