Can SANISAND version given in soil model work well for cyclic simple shear test ?
Tags: sanisandRelated Articles
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Calibration problem
Dear Prof. David Mašín I am posting the queries I have emailed you as per your advice to post it here. During calibration for the basic hypoplasticity parameters using the […] -
Error: permission to access files denied (Hypoplasticity in PLAXIS)
Hello, I am trying to implement the dll for hypoplasticity in Plaxis 3D. It runs through both the Initial Phase and a Nil Step. However, when it calculates about 20 […] -
Clay Hypoplastic Model ABAQUS UMAT
Hi, I wanted to ask if the variables/parameters defined in the online Hypoplastic model manual for PLAXIS (https://web.natur.cuni.cz/uhigug/masin/plaxumat/node6.html) are the same for the ABAQUS UMAT? -
Non convergence problem in abaqus using hpoeca Clay Hypoplasticity in slope model
hello everyone! based on the strength reduction method in clay hypoplasticity, firstly, I used two steps belong to the static_general, the first step is impose a gravity load, and not […] -
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Regarding FRIC : As a beginner
Sir, As a beginner of FRIC I am facing some difficulties to implement it. The downloaded FRIC code has been added to my pile soil friction model and trying to […] -
PLAXIS 2D Embedded Pile Row
PLAXIS 2D require a “Lateral Resistance ” for the embedded pile row. The manuals are not very clear as to what the resistance represents? Is it on friction ( similar […] -
Setting of Kw for Hypoplastic Clay UDSM in Plaxis
Prof. David Masin, I am posting the queries I have emailed you earlier which you have answered and therefore I am posting it here as per your request. I wish […]
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Vibration foundation behavior 16.10.2021
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