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Thanks all.. I appreciate the responce. You happen to know of any references for similiar conditions??

I have a site that has been previously used landfill for waste materials from a paper mill (i.e. wood chips). The wood chips are approximatly 10 to 15 feet thick followed by native soils. Overlying the wood chips is a cohesive soil cap approximately 5 feet thick. Currently, several buildings...

Thanks for the information.

Working on a bridge foundation design.

Looking to find a good reference on the above mentioned topic which discusses how to calculate a single and group pile stiffness matrix.

I am looking to find a good source of information concerning the calculation of a pile group stiffness matrix (i.e., laterial, rotation, and coupled stiffnesses). Wanted to see if anyone had a good idea of where to look?