The constitutive models PM4Sand (Boulanger and Ziotopoulou 2017) and PM4Silt (Boulanger and Ziotopoulou 2018) for plane-strain earthquake engineering applications for sands, and clays and low-plasticity silts respectively are now available […]
The PM4Sand and PM4Silt models are stress-ratio controlled, critical state compatible, bounding surface plasticity models developed for geotechnical earthquake engineering applications.
The PM4Sand and PM4Silt models are stress-ratio controlled, critical state compatible, bounding surface plasticity models developed for geotechnical earthquake engineering applications.
Download link for additional references, software manuals and simulation codes of PM4Silt model maintained by the model developers from University of California at Davis.
Download link for additional references, software manuals and simulation codes of PM4Sand model maintained by the model developers from University of California at Davis.
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Recent posts
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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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NorSand model for cyclic triaxial testing 9.6.2022
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Post-doc position at Charles University in the field of THM analysis of unsaturated and heated soil cyclic loading 30.5.2022
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Shear modulus degragation 12.5.2022
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