Geotechnical Questions with the tag: Soil Mechanics / Geotechnical

Search New Question

Welcome to the GeoWorld's Q&A!

Here you can find information on a wide variety of geotechnical topics. You can ask questions and get answers from real experts, geoprofessionals and members of GeoWorld. You can also browse through the questions, post your answers about topics you are familiar with, and rate the answers of other members.


Take active part in the Q&A!

By participating in the new GeoWorld's Q&A you will benefit by learning and networking and may be recognized as a Q&A expert.

Need help on using GeoWorld's Q&A? See our guide here

  • Dear Forum users, problem: how to reduce a size of large model keeping same horizontal and vertical stress in the model. Although my question is based…
        Asked 27/08/2010 09:18, updated: 12/06/2013 12:43 by Binsbins

    0
    Answers

  • Hey guys, I just began to work with Plaxis and I was wondering if anybody know how Plaxis calculates the elastic solution (the youngs-modulus) before …
        Asked 01/08/2010 12:41, updated: 12/06/2013 12:43 by Petr84

    0
    Answers

  • I am comparing the analysis of sheet pile walls in plaxis 2D and 3D, to begin my parametric study I need to develop a model in each program of the sam…
        Asked 30/07/2010 12:25, updated: 31/07/2019 18:11 by Cameron

    0
    Answers

  • hello... can anyone recommend a software suitable for the design/analysis of grout piles?
        Asked 08/06/2010 05:20, updated: 12/06/2013 12:43 by Cefoundation

    0
    Answers

  • Constructing an earth embankment up to 27 feet high for a new bridge approach. The owner is supplying us with material which meets common borrow spec.…
        Asked 05/05/2010 22:33, updated: 12/06/2013 12:43 by Davedave

    0
    Answers

  • I recently saw a standard operating procedure for shipping Shelby Tubes to the laboratory in which the sample was packed in dry ice to freeze it quick…
        Asked 31/03/2010 21:20, updated: 12/06/2013 12:43 by Bruce Castle

    0
    Answers

  • I recently saw a standard operating procedure for shipping Shelby Tubes to the laboratory in which the sample was packed in dry ice to freeze it quick…
        Asked 31/03/2010 21:20, updated: 12/06/2013 12:43 by Bruce Castle

    0
    Answers

  • Dear All; I've got some difficulty in saturation a CL clay 38mm soil sample in triaxial test. I'm using increment of back pressure method but it took …
        Asked 31/01/2010 12:22, updated: 12/06/2013 12:43 by Brilliantidea Brilliantidea

    0
    Answers

  • Hi Guys please help me on finding comperhensive information about lefranc test method and it's specifications.I have to work on lefranc test for a uni…
        Asked 03/11/2009 14:09, updated: 12/06/2013 12:43 by Masoudrs

    0
    Answers

  • As you understand on my topic my thesis is Empirical Method for Prediction of Ground Movement. I need your help. Some of the main topics is ; Peck
        Asked 23/10/2009 03:17, updated: 12/06/2013 12:43 by Nightashes

    0
    Answers

Q&A Experts


Dr. Demba Jarju
Civil Engineer/Project Manager at Demba Construction Services
5
Posts
0
Upvotes
See Posts
Dr. Costas Sachpazis
Civil & Geotechnical Engineering Consulting Company for Structural Engineering, Soil Mechanics, Rock Mechanics, Foundation Engineering, Retaining Structures and Management of Water Resources and Hydraulic Works. at Geodomisi Ltd (www.geodomisi.com)
2
Posts
2
Upvotes
See Posts
SAID JUMA MAGUO
Civil Engineer at Geobeta Engineering Co. Ltd
2
Posts
1
Upvote
See Posts