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thanks for your help.

thanks for the info first of all. the project is for university so im working on my own except for the odd meet up with supervisor, so im not able to simply turn to the next desk and ask advise. the site consisted of several test piles. im modelling the piles firstly with plaxis and then...

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...

thanks for your input, much appreciated.

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...

thanks for the info

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

thanks to everyone who got back to me S

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?