Dear concern, Recently i have modelled the soil pile interaction using Abaqus CEL method. The hypoplastic behavior of the soil is model using user subroutine VUMAT. The properties of the […]
Dear concern, Recently i have modelled the soil pile interaction using Abaqus CEL method. The hypoplastic behavior of the soil is model using user subroutine VUMAT. The properties of the […]
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Recent posts
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K0 determination Reloading using HP clay model 22.2.2021
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Seismic Liquifaction 11.2.2021
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Modelling cyclic loads in Tochnog 11.2.2021
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Soft soil model vs Soft soil creep model 8.2.2021
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Boundary value problems for granular materials subjected to earthquake loading 8.2.2021
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Guidance for a newbie 6.2.2021
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Modelling Rate-dependent behaviour of clay [Urgent] 1.2.2021
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Postdoctoral Fellowship in computational geomechanics 27.1.2021
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USDM – Creep -SCLAY1S 25.1.2021
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Hardening Soil Model in Abaqus 25.1.2021
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Effects of water content in sand in hypoplastic strength parameters 25.1.2021
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Simulating Oedometer test in PLAXIS 24.1.2021
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