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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 22:54, updated: 10/09/2023 07:40 by Someone

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    Answer

  • 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 16:20 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 22:15, updated: 09/09/2023 10:58 by Mohammad Sharafuddin

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    Answer

  • 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 10:30, updated: 09/09/2023 10:58 by Ian Clarke

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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 20:37, updated: 10/09/2023 07:40 by Wael Mohamed Badr

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    Answer

  • (Area 1 and Area 2 are just ~500 meters apart) In designing slope protection structure, can I use results from back analysis of Area 1  to p…
        Last answered 23/05/2018 00:36, updated: 10/09/2023 07:40 by Patrizia Vitale

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  • Dear Respected member,                                   How are…
        Asked 13/05/2018 21:16 by Someone

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  • please tell me about the equation of rock wedge failure with subsaturated water condition and seismic loading?
        Last answered 10/05/2018 20:30, updated: 10/09/2023 07:12 by Someone

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    Answer

  • A P-Y based method for the load-deflection analysis of a single pile on the basis of the in-situ tests was devleopped in the dept. of Civ. Eng at the …
        Asked 07/04/2018 20:58 by Ali Bouafia

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  • i want know about monitoring in geotechnic and how can i start programing or use softwares to catch to this goal?
        Asked 05/04/2018 14:15 by Someone

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Q&A Experts


Stephen Buttling
Principal at National Geotechnical Consultants
3
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Micha Van der Sloot
Director, User Success, Geotechnical at Seequent, the Bentley Subsurface Company
2
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