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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Hello everyone, I have the task of suggesting a suitable ground improvement/reinforcement method for onshore wind turbine foundations with known …Last answered 3 days ago, 02:20 by Salahudeen Bunyamin
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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 5 days ago, 18:15 by Mohammad Sharafuddin
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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 06:30 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 16:37 by Wael Mohamed Badr
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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,…Last answered 26/07/2018 19:12 by Louai Jannoun
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Hello! Can I ask guys if you know some references where I can find how to do the area correction for cone penetrometers? Thank you very much.Asked 19/07/2018 16:49 by Shemelyn Meonada Sespene
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What is the recommended value for static horizontal subgrade reaction of soil for pile design? Which of the relationships presented for static hori…Asked 11/06/2018 12:22 by Someone
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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 22/05/2018 20:36, updated: 03/08/2018 07:56 by Patrizia Vitale
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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 16:30 by Someone
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