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.
Recent posts
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Extended Mohr–Coulomb (EMC) 14.9.2018
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14th International Conference Underground Construction Prague 2019 14.9.2018
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Difficulties in calibration of triaxial test on Hochstetten sand by sand Hypoplasticity model 4.9.2018
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ISA cyclic hypoplasticity (Fuentes et al.) 27.8.2018
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Interface to study soil-structure interaction in Plaxis 3D (Clay Hypoplasticity) 21.8.2018
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