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Kjekstad, O., Lunne, T. and Clausen, C.J.F. (1978). “Comparison Between In-situ Cone Resistance and Laboratory Strength for Overconsolidat…Last answered 29/11/2016 13:20, updated: 12/08/2018 02:29 by GeoWorld Administrator
8Answers
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Hai,I have a few questions regarding deep excavation analysis with Plaxis. I am trying to explore CBP with 3 level of anchorage for 4 storey basement.…Last answered 17/10/2016 11:29 by Francisco Martinuzzi
1Answer
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Hi all! Can anyone please tell me that how to get the moments from stresses from PLAXIS 2D triangular elements (either 6-noded or 15-noded)..Thanks in…Last answered 02/10/2016 05:30 by Atef El saba
1Answer
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Dear all, Hello, I have a question about the parametric assumptions in soil domain modeling and analysis. How can parameters Poisson's …Last answered 19/09/2016 10:01 by Gul Hameed Khalil
1Answer
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Do we have to carry out Total Stress analyses for sloep stability along the open cut tunnel for shotcrete works if we have lateral water pressures act…Asked 19/09/2016 09:32 by Gul Hameed Khalil
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Is there any recommended/suggested/required penetration rate for a miniature cone penetrometer? A 20mm/s is for a standard size of cone penetrometer, …Last answered 19/08/2016 16:18 by Jeffrey A Farrar
3Answers
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Highly professional Architectural BIM design and Bills of Quantities software to use for free? Free UPP is here. A new way to distribute profess…Last answered 19/08/2016 11:01 by ACCA software
1Answer
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Hello everybody,I'm writing you to ask for the support regarding a consolidation test.Recently I ordered some consolidation tests in order to take the…Last answered 28/07/2016 11:38 by Diana Martins Marques
5Answers
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Topic of my dissertation is Automated optimum planning of steel silos. How i can start them? Also how i can describe object and subject in d…Last answered 22/07/2016 06:42 by B S
1Answer
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