requesting advise on how to prepare a soil model from a site investigation, this is my first geotech investigation. the site consisted of a saturated multi layered soil (not to get into to much detail it was 5layers of soil on bedrock). SPT's were taken for all but one till layer. I have some...
does any have an example of a bored pile for plaxis..new to the package..and need to model skin friction with a interface zone and require measurement of deflection and stress etc also. would greatly help if anybody has any tutorials/assignment outlining the procedure (have already used the...
I am trying to model pile-soil interaction of a slender pile in a multilayered soil for a project. I have static load tests completed on one of the compression piles.
I have modelled the pile using plaxis (somewhat basically as new to plaxis) but I really want to preform a numerical model of...
I am trying to model pile-soil interaction of a slender pile in a multilayered soil for a project. I have static load tests completed on one of the compression piles.
I have modelled the pile using plaxis (somewhat basically as new to plaxis) but I really want to preform a numerical model of...
I'm just trying to gain a better understanding of the advantages&disadvantages of correlations in geotech design. what would be some good examples to help with gaining a better understanding.
thanks
can someone help me with understanding this statement please.
a structure should be designed to be flexible as possible and as stiff as necessary in relation to the design of structures and foundations?
