Geotechnical Questions with the tag: Soil Mechanics / Geotechnical

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  • hello! somebody proposed to me to use dynamic replacement as ground treatment instead of sand replacement + geotextile.Unfortunately i have no experie…
        Last answered 28/05/2013 16:59, updated: 11/09/2023 01:12 by Ljmtidilgw

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  • I would like to know that is it feasible to construct a dam on an active fault and which considerations should be regarded in design of the dam in suc…
        Last answered 28/05/2013 16:59, updated: 11/09/2023 01:40 by Ljmtidilgw

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  • Dear colleagues, i take an interest in slope stablity methods !!! I try to solve my geotechnical slope problems by Geo Slope (slope W)- Software. Ther…
        Last answered 28/05/2013 16:59, updated: 11/09/2023 01:33 by Johnjohn

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  • Dear Friends, 1) What is the exact meaning of failure in Numerical analysis? 2) In elastic analysis we look for overstressed zones is that means that …
        Last answered 28/05/2013 16:59, updated: 11/09/2023 01:33 by Johnjohn

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  • Dear Friends, 1) What is the exact meaning of failure in Numerical analysis? 2) In elastic analysis we look for overstressed zones is that means that …
        Last answered 28/05/2013 16:59, updated: 11/09/2023 01:33 by Johnjohn

    1
    Answer

  • i am trying to simulate vibratory roller movement on a soil layers, and it seems impossible to simulate the moving behavior of the roller in Plaxis 2D…
        Asked 18/05/2013 18:09, updated: 12/06/2013 12:25 by Karimgt

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  • Hi I have some question about pile modelling with interface and using shear curves. first of all i want to know how i can estimate ultimate shear forc…
        Asked 12/05/2013 08:35, updated: 12/06/2013 12:25 by Alireza Abdolrezaie

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  • Dear collegues, I would like to share this experiment born for my pre-design necessities and then directed as freeware to the students of my basic cou…
        Asked 01/02/2013 16:12, updated: 07/06/2013 16:02 by Sandro Rino Muscolino

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  • If a PSHA indictes the ability to apply the IBC Code allowed 20% reduction for Ss and S1, can the redution also be applied to Kh?
        Asked 17/09/2012 20:25, updated: 12/06/2013 12:43 by Richard Mockridge

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  • If a PSHA indictes the ability to apply the IBC Code allowed 20% reduction for Ss and S1, can the redution also be applied to Kh?
        Asked 17/09/2012 20:25, updated: 12/06/2013 12:43 by Richard Mockridge

    0
    Answers

Q&A Experts


Mohamed Abdellatief
A. Prof. Geotechnical Engineer and Researcher specializing in AI applications in geotechnical and foundation engineering. at Future Acadmy
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Sandra Johnson
Human resources / International relations at United Nations
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