Geotechnical Questions with the tag: Deep Foundations
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Hello, Which property is most important in determining settlement in structure? a) Consolidation b) Shear Strength Please explain anyone.Asked 7 days ago, 23:03 by Someone
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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 GadiLast 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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We have just announced a couple of courses that will take place at our Offices in Delft, the Netherlands in October & November. Both are focused on dy…Last answered 03/08/2018 16:37 by Wael Mohamed Badr
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Anyone has case studies about laterally loaded barrettes ? I need that for research please Many Thanks.Last answered 09/04/2018 09:54 by MUHAMMED FURKAN YILMAZ
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