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It is a general practice to carryout Point load test for 2-3 specimens retreived from Pile bores and convert to UCS and evaluate the socketing depths …Last answered 23/03/2023 15:57, updated: 09/09/2023 10:56 by David Nutakor
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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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Hi,-I have two borelogs. Please take a look at them. I can't make out the depth of groundwater from them. My professor told me something about its bei…Last answered 05/01/2023 06:48, updated: 09/09/2023 15:52 by Michael Nkemitag
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I am trying to get information for the GeoPrediction Competition. Can someone please share contact information with me?Last answered 02/12/2022 08:50, updated: 09/09/2023 15:52 by Someone
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Logman 8.0.1 - http://geosoftvnn.com Programed by geotechnical engineers, who know what you need. Different from other geotechnical softwares, which h…Last answered 08/06/2022 22:18, updated: 09/09/2023 15:52 by . www.geroc.biz .
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What is your opinion on Core-GS software ? www.geroc.bizAsked 08/06/2022 22:16 by . www.geroc.biz .
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Hi, I want to ask of any cohesion model that can be suitable for soil in the sand dune. Asked 26/05/2022 18:41 by Someone
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I have seen in various standards, the stress rate for UCS test of rock to be ranging from 0.5 to 1 MPa/s ? Can the test be done based on basis of stra…Asked 05/04/2022 02:45 by Avishek Shrestha
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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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Please what is the effect of spreading sharp sand in a house foundation before pouring your concrete or before blinding ? Asked 11/03/2022 06:16 by Alexander Apochi George
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