Geotechnical Questions with the tag: Design

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  • Hi All I am doing preliminary design of Contiguous Bored Pile wall for Crossrail project in London.The soil stratum is 1.5-2.0m thick made ground and …
        Last answered 28/05/2013 17:00, updated: 11/09/2023 01:22 by Seenaramo

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  • I had made a design of foundation on clay with allowable bearing capacity of 50kPa and expected load of 50kPa. Now the client has changed the expected…
        Last answered 28/05/2013 17:00, updated: 11/09/2023 01:22 by Rahulrahul

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  • hi , could any one please help me out in doing review of literature on swelling soil characteristic and the mechanism of swelling and clay minerals...…
        Last answered 28/05/2013 17:00, updated: 11/09/2023 01:19 by Anna Annaghannad

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  • Hi I want to make a model footing test on a normally consolidated clay. I will buy blocks of clay ,which are slightly loaded. I know that bearing capa…
        Asked 20/09/2009 16:30, updated: 12/06/2013 12:43 by Aliakou

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  • I'm new here and i can not speak English very good..I'm sorry for this..I want to ask about the rigidity of a footing.How can we measure the rigidity …
        Asked 01/09/2009 21:55, updated: 12/06/2013 12:43 by Aliakou

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  • Dear colleagues, we would like to draw your attention to the Geotechnical Safety Network (see http://geosnet.geoengineer.org) the mission of which is …
        Asked 11/05/2008 15:34, updated: 12/06/2013 12:43 by BSchuppener

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  • A 60m x55m storage facility with max floor slab loading of 50kN/m^2 to be built. Ground conditions; upper layer 5m of sandy fill material placed in 19…
        Asked 04/05/2006 16:03, updated: 12/06/2013 12:43 by Conorkellysligo

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Q&A Experts


Micha Van der Sloot
Director, User Success, Geotechnical at Seequent, the Bentley Subsurface Company
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David Nutakor
Head of Geotechnical & Hydrogeological Engineering Department at Rio Tinto California Operations
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