im am using abaqus 6.1 and face with this problem. my model consist of several layers on top of each other in order of a small plate, concrete overlay, overlay base, and lastly a thick soil layer. when a load is applied on the plate on the top, the overlay-base and base-soil interface will...
what are the things to look out for in soil investigation? something fundamental will do. will be grateful if you can point out here or recommend any book regarding this.
thanks in advance