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  • (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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  • 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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  • do i get any notes for forensic geotechnical engineering???
        Asked 19/03/2018 16:53 by Prajwala B S

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  • Hello  does any one  possess this reference  Liquid  and Plastic Limits as Determined  from the Fall Cone and Casagrande M…
        Last answered 18/03/2018 17:15, updated: 10/09/2023 07:17 by Dimitrios Zekkos

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  •   The landfill has to be constructed on top of the following profile: 0) silty sand (10 m) underlain by 1) Fractured clay till (20 m) un…
        Last answered 17/03/2018 01:03, updated: 11/09/2023 00:08 by Sally Simpson

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  • good day i want to ask about the parametrs that would be constat during compaction of the soil  such as weight
        Last answered 17/03/2018 01:00, updated: 10/09/2023 07:41 by Sally Simpson

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  • Hi, I have a number of clients in all major cities of Australia who are in need of intermediate to senior level Geotechnical Engineers who have a wor…
        Last answered 17/03/2018 00:57, updated: 10/09/2023 07:41 by Sally Simpson

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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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