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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SANISAND umat issue 18.9.2020
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SANISAND pile-soil-interaction ABAQUS 10.9.2020
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Abaqus user defined field 27.8.2020
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Hardening parameters (yield stress & absolute plastic strain) 24.8.2020
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Errors of sand hypoplastic model with Abaqus Vumat 17.8.2020
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Barodesy download package including small strain stiffness and strength reduction (UMAT and PLAXIS dll) 15.8.2020
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Question on the Matlab driver-hypoplastic models 8.8.2020
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Hypoplastic Interface Model: Does anybody implemented this model in FLAC3D 31.7.2020
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Question on implementation of sand hypoplastic model with Abaqus umat 28.7.2020
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General questions on implementation of sand hypoplasticity model with Abaqus umat 23.7.2020
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SANISAND 2008 model 23.7.2020
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Question on the Matlab driver – model hypo Sand 20.7.2020
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