Rushan Gizzatullin

RE: Deformed mesh vs total displacement

Dennis Waterman

Dear Nitha, In the Total displacements plot the maximum displacement is taken from only the soil. In the Deformed mesh plot the maximum total displacement includes the structural elements as well. So apparently in your case the maximum total displacement…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
RE: Decrease in Factor of Safety in embankment during waiting period.

Dennis Waterman

Hi, The phreatic level is not more than the level where the pore pressures are zero and below which the soil is fully saturated. However, above the phreatic level the soil is not dry. If in the calculation suction is alllowed then the soil above the…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
RE: Decrease in Factor of Safety in embankment during waiting period.

Dennis Waterman

Hi, Please note that the strength increases during consolidation if there are excess pore pressures that are being dissipated. However, in case there are excess pore tensions to be dissipated then the strength decreases during consolidation. A known…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
PLAXIS 3D CE V21.01.00 Release notes

Stefanos Papavasileiou

New in PLAXIS 3D CONNECT Edition V21 Update 1 Release: April 2021 PLAXIS 3D CONNECT Edition V21 Update 1 (21.01.00.479) contains the following improvements and updates compared to PLAXIS 3D CONNECT Edition V21.00 : New features Subspace accelerator…
- 2 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
PLAXIS 2D CE V21.01.00 Release notes

Stefanos Papavasileiou

New in PLAXIS 2D CONNECT Edition V21 Update 1 Release: April 2021 PLAXIS 2D CONNECT Edition V21 Update 1 (21.01.00.479) contains the following improvements and updates compared to PLAXIS 2D CONNECT Edition V21.00 : New features Subspace accelerator…
- 2 months ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
RE: How to increase CPU core for analysis in plaxis 2d? Even I am having 8 core, plaxis utilizing only 3/8. How to fix this?

Stefanos Papavasileiou

Dear Mohamed, Rushan Gizzatullin is right here. The links for the related articles are indeed helpful. PLAXIS makes sure that the right number of cores are utilized which highly depend on the degrees of freedom of the analysis (dynamic being the most…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
Extended command syntax for mesh generation

Micha van der Sloot

Application PLAXIS 3D Version CONNECT Edition V20 Update 2 Date created 29 April 2020 Date modified 29 April 2020 General With PLAXIS 3D CONNECT Edition V20 Update 2 it is possible to generate the mesh via the command…
- over 3 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
RE: Printing Reached MSF(Safety Factor) using Python Scripting

Stefanos Papavasileiou

Dear Aryan, I have already responded to you via the Service request but it is nice to share this information. For the safety factors, you can use either Input or Output program. I will give you both options below: Input: echo Phase_7.Reached.SumMsf…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
RE: Updated mesh analysis

Dennis Waterman

Hi, No problem, I will do my best to make it clear. 1) Both methods are in principle correct, but with updated mesh analysis it's possible to calculate higher levels of deformation and also with higher accuracy. However, updated mesh analysis is generally…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
RE: Updated mesh analysis

Dennis Waterman

Hi, Let met try to answer all questions in one go 1) In a normal stress analysis the strain increments in the soil are based on the deformation relative to the undeformed mesh and in a updated mesh analysis the strain increments are calculated based…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
[FIXED] CONNECTION Client versions 11.00.02.16 and 11.00.02.18 issue connecting

Stefanos Papavasileiou

Dear all, [ 12 March 2021 ] The issue with CONNECTION Client versions 11.00.02.16/.18 is now fixed in our new version 11.00.02.20 of the CONNECTION Client. This is available on Software Downloads: https://softwaredownloads.bentley.com Additionally…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
Composite liner approach in PLAXIS 2D

Micha van der Sloot

Application PLAXIS 2D Version PLAXIS 2D CONNECT Edition Date created 10 December 2020 Date modified 10 December 2020 General Double lining is a kind of tunnel structure composed of an outer primary lining (segmental…
- over 1 year ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Wiki
RE: How to generate steps' report automatically?

Stefanos Papavasileiou

Dear Zhen, Yes, you can use Python scripting to extract any results. Check the following articles as examples: https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/45455/how-to-get-a-load---displacement-curve-using-scripting…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
RE: I can’t do the mesh of the 3D model

Stefanos Papavasileiou

Dear Baptiste, I believe that Rushan above gave an excellent response on what might be causing the issue. Indeed, in our latest versions, we have made quite a few improvements in intersection and meshing. I would, therefore, recommend upgrading if possible…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum
RE: Hardening Soil Model - Typicial relationships between E50, Eur, and Eoed

Stefanos Papavasileiou

Dear Alexandra, I believe that you have been assisted in a service request, but here is the information for the general knowledge of the forum: During the validation of the material set, when you try to save (by clicking OK), an iterative algorithm…
- over 2 years ago
- GeoStudio | PLAXIS
- GeoStudio | PLAXIS Forum