Can SANISAND version given in soil model work well for cyclic simple shear test ?
Tags: sanisandRelated Articles
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Challenges in simulating geomechanical models using Mohr-Coulomb with Tension Cut-Off in Abaqus
I am modelling an underground cavern for Compressed Air Energy Storage applications using Abaqus. To begin, I attempted to replicate the results presented in the provided paper: Damasceno, DR, Spross, […] -
UDSM PLAXIS
I implemented a unified dynamic soil model, but PLAXIS doesn’t calculate any strains, and it prints zero (or some times NaN amounts) into a text file. I’d like to know […] -
Hypoplastic UMAT & Void Ratio
Hi all, Can anyone give a clarification on the material property (parameter 22) in the hypopplasticity umat for clay on Abaqus. My understanding is that these parameters are defined as […] -
ALERT Geomaterials – SoilModels support declaration
ALERT Geomaterials (The Alliance of Laboratories in Europe for Education, Research and Technology) is a European organisation including 33 Universities or Organisations, which are most active in the field of numerical […] -
hypoplasticity umat filr
hello every one i have a problem with abaqus subroutine can i use hypoplastic umat file that prepared for palxis in this website in abaqus? or the files must be […] -
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Question on implementation of sand hypoplastic model with Abaqus umat
Dear all, I am a PhD student in China University of geosciences. Recently, I have been working on the simulation of a pile-soil interaction with Abaqus. I simulate the sand […] -
Problem in using Hypoplastic model for sand in Abaqus.
Hello, I am using the UMAT code for sand hypoplasticity provided by Prof. Masin — https://soilmodels.com/download/plaxis-umat-hypoplas-zip/. I am simulating Axisymmetric condition in Abaqus. To check the results given by the […]
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