The PM4Sand and PM4Silt models are stress-ratio controlled, critical state compatible, bounding surface plasticity models developed for geotechnical earthquake engineering applications.
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Recent posts
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The GA-cal software for the automatic calibration of soil constitutive laws 2.12.2022
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Abaqus OneAPI Compiler 10.11.2022
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Few more Question on calculating lateral displacement of pile using hypoplastic clay model 3.10.2022
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A question about the hypoplastic model in clay 22.9.2022
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A High-Cycle Accumulation Model for Sand (Niemunis et al., 2005) 6.9.2022
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Malaysian kaolin – Cyclic tests by Charles University 5.9.2022
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Problem in calculating Lateral displacement of the pile using Hypoplastic clay model 2.9.2022
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GTS NX 25.7.2022
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Special issue of Computers and Structures “Numerical simulation of multi‐physics phenomena in geotechnical structures” 25.7.2022
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Post-doctorate position at Nantes University (France) in geotechnical analysis of mutualized anchors 6.7.2022
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SIFEL – THM Model for Bentonite Barriers 27.6.2022
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ABAQUS job doesn’t make any increment 22.6.2022
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