Thanks guys
Decided to go with HSsmall soil model as we have pressuremeter readings
However a bit stuck on how to interpret these to E50ref, Eoedref, Eurref, G0 and gamma0.7
Does anyone know of any good resources, worked examples of taking pressuremeter results through to Plaxis 3D inputs?
KR
Just wondering if anyone has any examples for using the Hardening Soil model in Plaxis? Specifically looking for examples on:
1) the GIR and testing data
2) and how that is used in the hardening soil model of one of your soils (so snips of the material + soil model input parameters)
Thanks in...
Hi all, new to eng tips but hopefully I can get some good discussion and pointers here
Young aspiring geotech engineer here based in London working in the temporary works sector (currently 6 months), where my work regularly involves assess and design propping systems for basement walls etc...