Geotechnical Questions with the tag: Software
Welcome to the GeoWorld's Q&A!
Here you can find information on a wide variety of geotechnical topics. You can ask questions and get answers from real experts, geoprofessionals and members of GeoWorld. You can also browse through the questions, post your answers about topics you are familiar with, and rate the answers of other members.
Take active part in the Q&A!
By participating in the new GeoWorld's Q&A you will benefit by learning and networking and may be recognized as a Q&A expert.
Need help on using GeoWorld's Q&A? See our guide here
-
Does anybody know how to get strain history of structural liner element in FLAC. Actually in utility we can give only axial , shear force and moment h…Asked 12/06/2011 18:40, updated: 12/06/2013 12:43 by Rupnarnitin
0Answers
-
Hi, I am using Plaxis 3D Foundation for retention wall design using different EI for adjacent wall as geology requirement. However, the output at the …Asked 09/02/2011 09:04, updated: 12/06/2013 12:43 by Davejpw
0Answers
-
Hi everyone I am trying to model a moving vibratory roller on a two layers soil (this sand layer on top of semi infinite layer), I am modelling the to…Asked 13/12/2010 03:09, updated: 12/06/2013 12:43 by Roozbeh6
0Answers
-
Hi, Everyone can guide to correct for rubber membrane in CU triaxial test. The diameter specimen is 38mm, height to diameter ratio is 2. The thickness…Asked 23/10/2010 07:27, updated: 12/06/2013 12:43 by Tynhanh
0Answers
-
Dear Forum users, problem: how to reduce a size of large model keeping same horizontal and vertical stress in the model. Although my question is based…Asked 27/08/2010 09:18, updated: 12/06/2013 12:43 by Binsbins
0Answers
-
Hey guys, I just began to work with Plaxis and I was wondering if anybody know how Plaxis calculates the elastic solution (the youngs-modulus) before …Asked 01/08/2010 12:41, updated: 12/06/2013 12:43 by Petr84
0Answers
-
I am comparing the analysis of sheet pile walls in plaxis 2D and 3D, to begin my parametric study I need to develop a model in each program of the sam…Asked 30/07/2010 12:25, updated: 31/07/2019 18:11 by Cameron
0Answers
-
I recently saw a standard operating procedure for shipping Shelby Tubes to the laboratory in which the sample was packed in dry ice to freeze it quick…Asked 31/03/2010 21:20, updated: 12/06/2013 12:43 by Bruce Castle
0Answers
-
Small, free program to convert Hoek-Brown parameters to Mohr-Coulomb parameters, done in my spare time. Would really appreciate your feedbacks.Asked 28/12/2008 00:39, updated: 12/06/2013 12:43 by Fotis77k
0Answers
-
Does anyone have idea about open source FEM code for geotechnical analysis using non-linear failure criteria?Asked 19/11/2008 07:48, updated: 12/06/2013 12:43 by Sanjay Jha
0Answers
Q&A Experts
2
Posts
1
Upvote
3
Post
-1
Upvotes
1
Posts
0
Upvotes