Benchmark problem of deep excavation
I am very glad to write this post because last time I got a benchmark problem regarding embankment consolidation problem over PVD-treated soft soil "
Comparison of Drainage Line Elements in PLAXIS 2D and 3D.....". After that, I successfully published…
(For Deep Excavation) How or what form should i build the diagonal strut (/knee strut) in ELS
Hi, I am building the ELS model in Plaxis 3D.
I am wondering what form (beam, node to node anchor) should I apply for the strut, which required to preloading. (I think it should be node-node due to prestressing)
But there are 2 diagonal struts connected…