Geotechnical Questions with the tag: Landslides - Slope Stability

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  • Hello friends, I'd like to exchange e-mails with folks who have used probabilistic or deterministic methods for risk assessment of geohazards. At this…
        Last answered 28/05/2013 13:01 by Hgillhgill

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  •  The latest edition, August 2010, of Fine Ltd. E-Newsletter has been published. Read full announcement at:http://www.geoengineer.org/?option=com_…
        Last answered 28/05/2013 13:00 by XiaoyunZhu

    1
    Answer

  • Hi Guys, Anybody using cracked version of Slope/w or any similar softwares can please share a copy with me, Regards, Debasis
        Last answered 28/05/2013 13:00, updated: 29/05/2013 08:24 by Alireza Afkhami

    1
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  • Dear colleagues, i take an interest in slope stablity methods !!! I try to solve my geotechnical slope problems by Geo Slope (slope W)- Software. Ther…
        Last answered 28/05/2013 12:59 by Johnjohn

    1
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  • Dear collegues, I would like to share this experiment born for my pre-design necessities and then directed as freeware to the students of my basic cou…
        Asked 01/02/2013 11:12, updated: 07/06/2013 12:02 by Sandro Rino Muscolino

    0
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  • Can anyone help me with a complex landslide problem where Interstate may be in jeopardy and cant get access to investigate due to a national park bein…
        Asked 31/07/2012 01:44, updated: 12/06/2013 08:43 by NDGEONDGEO

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  • Site: A landslide site with transportation corridor impacted. Issue: Want to install some kind of instrumentation to locate the slide plane, but high …
        Asked 30/01/2008 21:46, updated: 12/06/2013 08:43 by Goobit

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  • Hi, It would be of great help if you can let me know difference between MTBF and MTBWSF. AND how to derive MTBWSF from MTBF.
        Asked 30/01/2008 08:11, updated: 12/06/2013 08:43 by Deepthi

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  • Dear All, I am analysing a slope cut by using SLOPE/W software. The FOS evaluated by Bishop's method comes out to be 1.121. I have to impose bored pil…
        Asked 22/01/2008 07:28, updated: 12/06/2013 08:43 by Debasisbarman

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  • I am trying to design bored piles to stabilise a slope in crabonaceous shale layer. The calculations performed by the method mentioned in US Navy mann…
        Asked 29/05/2007 06:17, updated: 05/06/2013 09:32 by Debasisbarman

    0
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Q&A Experts


Micha Van der Sloot
Sr, Manager User Success, Geotechnical (PLAXIS) at Bentley Systems
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Heinrich K Heinz
Senior Geotechnical and Tunnelling Specialist at Thurber Engineering Ltd.
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David Nutakor
Head of Geotechnical & Hydrogeological Engineering Department at Rio Tinto California Operations
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