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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HP clay subroutine in Plaxis 30.10.2020
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Modeling cyclic undrained sandy soil triaxial test using ABAQUS 27.10.2020
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UMAT for NorSand 27.10.2020
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Problem with Hypoplastic Vumat use with CEL in Abaqus 27.10.2020
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Interpreting results of sand hypoplastic model with Abaqus VUMAT 23.10.2020
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Interpreting results of sand hypoplastic model with Abaqus VUMAT 22.10.2020
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Skin friction along depth of pile 18.10.2020
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SANISAND pile-soil-interaction ABAQUS 13.10.2020
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Issues with Tochnog Professional not posting groundflow velocities 12.10.2020
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Question on the Matlab driver-hypoplastic models 28.9.2020
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a question on the clay hypoplasticity model with Abaqus umat 26.9.2020
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UMAT Code for Modified Cam Clay model 22.9.2020
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