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I am doing a NATM Tunnel Analysis in Plaxis 3D, but when everything is finished and the calculations are given, it shows a problem in phase 01 like this. (Soil body seems to collapse. Please inspect Output results. [Error code: 101] ) What is the reason…

Good Morning Sir, I am modelling my concrete using volume element in PLAXIS 3D. It is easier to get shear force and bending moment through this modelling. We can get the bending moment and shear force along the length of pile using cross section curve…

Which of the above analyses is better for finding the variation of excess pore pressure with radial distance from a line drain?

As shown in the picture, I am simulating a suspended caisson, and I want to obtain a suspension force that will keep the caisson stationary at any depth. At present, my method is to add line displacement at the bottom of the caisson, but if I specify…

I sent you many questions but I could not see my questions in the list of questions.

Hello, So i'm having fun with PLAXIS 3D, I have this structure which is a 3D rectangle made of steel. I got a load resultant with Vertical, Horizontal, and Moments at the geometric center located at the base z=0, point B. Point B is located at…

Hello everyone, My first question here in the forum! I'm modeling a set of foundations on weathered granite and I'm using the Hoek-Brown (HB) model. Everything in the material model works perfectly fine, however, three questions regarding the material…

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Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I plan to approach the problem with…

Hello, I have a question about the plate properties in PLAXIS. In 2D, there is a specific input as "unit weight (w)" and in 3D, there is another specific unit weight as " unit weight (gamma)". I know how to get the unit weight for PLAXIS 3D but for…

Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I know Plaxis does not has a provision…

Hello, I am doing PLASXIS 3D analysis for the Deep Mixed (DM) column installed in soft soil under the embankment load. DM columns are made by extruding a cylindrical volume and replacing the soft soil material with the DM column material. The soft soil…

#PREdesign #Firstdesign #not-final-design Hey, I'd like to back to give additional informations about my last question. As i have already said, i'm geologist, student in M2 geosciences for energy at Paris Cergy University. For my master thesis,…

Dear researchers, I wanna to ask you about the instalation effect of stone columns, how can add it in Plaxis 3D, I'm waiting for an answer please. Best regards.

Hello everyone, I wanted to ask you a question about the simplification of a 3D model in Plaxis. Because of the great amount of time it takes to run the calculations, we have been thinking about using only one quarter of the geometry of the building…

hello, good day. I have a wetmuck project in an underground mine. I want to analyze, model, and simulate underground mining works. such as blasting with real contours and the correct data is there to overcome the wetmuck which is very dangerous for…

We are using Plaxis to assess the settlement of an embankment on firm to stiff clay soils in which the long term settlement is critical for an acceptable design. We are adopting the Hardening Soil Model with Small Strain Soil Model and are a bit confused…

I want to simulate a axially loaded pile (2d or 3d does not matter). Initially I want to apply only gravity. 1. I want extract a stress file (stress for every gauss point in every element). Is it possible? How do I extract it? 2. Modify the stresses externally…

Hello, I want to model two perpendiculairs tunnels (tunnel ad gallery) *** are excavated by two differentes techniques NATM and TBM ,is it possible by plaxis V203D?

Hello My name is Emre; I work on an article which is related to piping on earthfill dam.So only thing that i should do in to check the hydraulic gradient in stress tabsheet in output.Then, comparing to critical hydraulic gradient(which is already known…

Hi, I am planning to to perform Plaxis 3D analysis for twin tunnel. My computer capabilities are RAM : 16.0 GB Processor : Intel® Xenon® Gold 6148 CPU @ 2.40GHz 2.39 GHz, (8 core). I just want to know what will be the optimized number of elements/nodes…

Title: SIG Virtual Workshop: Geotechnical Analysis – PLAXIS Calculation Optimizations Date/Time: September 8, 2020 10:00 A.M. and 04:00 P.M. CEST Presenter: Micha van der Sloot, Manager User Success, Geotechnical, Bentley Systems, Inc. Register Now…