Geotechnical Questions and Answers about plaxis
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1. The large-scale slope stability check is acceptable. 2. Why is there displacement at the heel of the retaining wall? 3. Although overall…Asked 7 days ago, 09:13 by Someone
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Hello everyone, I am trying to figure out in which cases it is acceptable to use a consolidation analysis instead of a plastic one in PLAXIS. Wh…Asked 23/07/2024 11:58 by Someone
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Hello everyone, I recently started exploring automations in PLAXIS through python scripting and was wondering if there is any website/communit…Last answered 15/07/2024 09:36 by Micha Van der Sloot
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Ok, this one might be a bit obvious but I have trouble understanding it. What is the exact purpose of PLAXIS interfaces and when do we have to use …Last answered 12/01/2024 07:23 by Micha Van der Sloot
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I have a question related to point movement simulation by load multiplier. i would like to know according to whar the multipier will be assigned to th…Last answered 17/11/2023 06:32, updated: 15/12/2023 07:22 by Lojain Suliman
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Hello, Which do you think is the easiest way to model helical piles in PLAXIS 3D?Last answered 17/11/2023 04:35 by Micha Van der Sloot
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Hi, I would like to use Norsand to run some static liquefaction analysis. What is the best experimental method to determine the models critical state …Asked 12/05/2023 04:08, updated: 02/02/2024 06:36 by Sally Simpson
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Hi! I have to run a dynamic analysis in Plaxis 2D and need to determine HS small parameters having only SPT and CPT. Is it possible? which is the best…Asked 24/02/2023 09:36 by Someone
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Hello, I have a question about the soil's internal friction angle in the DYNAMIC ANALYSIS. Whenever we perform dynamic analysis in Plaxis, we have t…Last answered 30/03/2022 09:23, updated: 10/09/2023 07:10 by Sally Simpson
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I have implemented my piles as "embedded beams" in the model for the numerical calculation of a Combined Pile Slab Foundation. I am using Pl…Last answered 09/02/2022 12:11, updated: 10/09/2023 07:34 by Micha Van der Sloot
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Director, User Success, Geotechnical at Seequent, the Bentley Subsurface Company
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