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We have 2 week old soil sample sealed in plastic. Is it still suitable for dirrct shear test consolidated drained?Last answered 30/08/2018 18:54, updated: 12/09/2018 04:04 by Someone
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Hi Guys, Regarding pile modelling in PLAXIS 3D v 8.5, (static Load Test) I am wondering if anybody can tell me how to separate between shaft resistanc…Asked 30/08/2018 12:20 by Soran Jabbar Hama salih
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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 09/08/2018 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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(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, updated: 04/08/2019 09:12 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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Managing Director / Geotechnical Engineer at GEOMECANICA, Sondagens e Obras Geotécnicas, Lda
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