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I found materials using eigenvalue and eigenvector to find the principal stress. but I wonder how can I get the maximum shear stress using Eigenvalue?…Asked 04/10/2018 11:00 by Shemelyn Meonada Sespene
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What is the recommended value for static horizontal subgrade reaction of soil for pile design? Which of the relationships presented for static hori…Last answered 17/09/2018 16:26 by SAMUEL MUSOBOZI RWAKIJUMA
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We have a location where a Standard Penetration Test (SPT) has been done up to 22m below the ground level, and additional 8m coring in weathered rock,…Last answered 17/09/2018 14:57 by SAMUEL MUSOBOZI RWAKIJUMA
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Hello everyone, I have the task of suggesting a suitable ground improvement/reinforcement method for onshore wind turbine foundations with known …Last answered 17/09/2018 14:46 by SAMUEL MUSOBOZI RWAKIJUMA
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Hello! Can I ask guys if you know some references where I can find how to do the area correction for cone penetrometers? Thank you very much.Last answered 14/09/2018 13:13 by Someone
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Please I need a brife note on the various modulus of elasticity of soil?Asked 11/09/2018 21:12 by Genene Hailu Gebrekristos
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We have 2 week old soil sample sealed in plastic. Is it still suitable for dirrct shear test consolidated drained?Last answered 30/08/2018 18:54, updated: 12/09/2018 04:04 by Someone
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Hi Guys, Regarding pile modelling in PLAXIS 3D v 8.5, (static Load Test) I am wondering if anybody can tell me how to separate between shaft resistanc…Asked 30/08/2018 12:20 by Soran Jabbar Hama salih
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Does the soil sample need to be fresh? What is the maximum number of days before soil sample is considered unsuitable for direct shear test?Last answered 09/08/2018 18:15 by Mohammad Sharafuddin
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Hi. I'm having trouble obtaining a trial version copy of SLIDE software. Are there any good alternative softwares. I need ir for back analysis of …Last answered 05/08/2018 06:30 by Ian Clarke
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