Questions & Answers
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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.
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Bio-Geotechnical Engineering and Soil-Structure Interaction Two doctoral and/or master research assistant positions are available in Dr. Hai Lin&rs…Asked 7 days ago, 01:27, updated: 6 days ago, 02:42 by Hai Lin
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please tell me about the equation of rock wedge failure with subsaturated water condition and seismic loading?Asked 10/04/2018 15:16 by M. prasetya Fauzi
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Test results showed the internal friction angle is different from zero. If anyone has a paper about triaxial test failure conditions in clay, cou…Asked 09/04/2018 10:02, updated: 09/04/2018 10:03 by Someone
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Anyone has case studies about laterally loaded barrettes ? I need that for research please Many Thanks.Last answered 09/04/2018 09:54 by MUHAMMED FURKAN YILMAZ
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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 16:58 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 10:15 by Someone
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do i get any notes for forensic geotechnical engineering???Asked 19/03/2018 12:53 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 13:15 by Dimitrios Zekkos
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We have a location where a Standard Penetration Test (SPT) has been done up to 22m below the ground level, and additional 8m coring in weathered rock,…Asked 17/03/2018 15:08, updated: 17/03/2018 15:10 by Kassapa Gamlath
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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 16/03/2018 21:03 by Sally Simpson
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