Geotechnical Questions with the tag: Software
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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
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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
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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
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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
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Tunnel Assistant is a unique software for the empirical design of underground openings. Get expert advice in three main steps,Design,Consult,Calculate…Asked 12/10/2008 15:19, updated: 12/06/2013 12:43 by TunnelAssistant
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I am a first time user of PLaxis2D, I like to use for solutions of tunnelling problems in both hard and soft rocks. Can anybody send some sample probl…Asked 18/08/2008 15:34, updated: 05/06/2013 13:32 by Debasisbarman
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hey folks! I am using seep to analyze how the wave from seatides dissipate inland through a fill material of certain properties. I have two geometric …Asked 29/01/2008 13:32, updated: 12/06/2013 12:43 by Throstur78
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Dear All, I am analysing a slope cut by using SLOPE/W software. The FOS evaluated by Bishop's method comes out to be 1.121. I have to impose bored pil…Asked 22/01/2008 12:28, updated: 12/06/2013 12:43 by Debasisbarman
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Hi friends, Have anyone developed Moment-Capacity curves for concrete sections, I want to use this to check the capacity of my tunnel liner section fo…Asked 08/11/2007 08:48, updated: 12/06/2013 12:43 by Debasisbarman
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I been looking for real and actual soil data on lateral soil subgrades modulus (Kh) to perform analyses on lateral loads on piles using programs such …Asked 09/08/2005 17:10, updated: 12/06/2013 12:43 by Hacosta
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Director, User Success, Geotechnical at Seequent, the Bentley Subsurface Company
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