Geotechnical Questions with the tag: Deep Foundations

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  • Hi,  We have a site near the coast with about 1m of sand on top of sandstone: Class V {c= 35 MPa,  ϕ = 29   (1m to 2m deep) and C…
        Asked 07/09/2020 07:38 by Someone

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  • Hello, Which property is most important in determining settlement in structure? a) Consolidation  b) Shear Strength Please explain anyone.
        Last answered 11/07/2020 04:25 by Someone

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  • I need a Geotechnical professional in the industry who can help me with an internship offer or opportunity either at site or laboratory level. Compens…
        Asked 14/06/2020 08:11 by Stephen Morakinyo Adeyinka

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  • Dear Sir Please explain how come geoworld.com has no ranking on Alexa While my company site piletest.com does  Thanks Gadi  
        Last answered 07/01/2020 15:02, updated: 07/01/2020 19:27 by Alexandros Tsavalas

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  • I am looking for a thesis Idea which is related to ground improvements or foundation engineering. Please suggest me some ideas ...  thank you.…
        Asked 18/04/2019 15:48 by Rajitha Sachinthaka

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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?…
        Last answered 05/02/2019 12:20 by Mikhail Kholmyansky

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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 03/01/2019 14:38, updated: 21/02/2019 02:42 by Michael Joseph Byle

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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 26/07/2018 19:12, updated: 04/08/2019 09:07 by Louai Jannoun

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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, updated: 14/11/2018 14:54 by SAMUEL MUSOBOZI RWAKIJUMA

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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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Afnan Ahmad
Graduate Research assistant at Universiti Teknologi Petronas (UTP), Malaysia
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Stephen Morakinyo Adeyinka
Lecturer III at Ogun State Institute of Technology, Igbesa, Ogun State, Nigeria
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Yoshi Kin
Geotechnical Engineer at Environmental Science Corporation
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