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A platform for research: civil engineering, architecture and urbanism
The paper has described an approach for estimating the vertical stiffness of single piles, pile groups and piled raft foundations, using approximate analytical solutions. The solutions are based on an elastic idealization of the soil. Allowance for this idealization should be made by choosing appropriate values of shear modulus for the soil, depending on the working load level for the piles in question.
The paper has described an approach for estimating the vertical stiffness of single piles, pile groups and piled raft foundations, using approximate analytical solutions. The solutions are based on an elastic idealization of the soil. Allowance for this idealization should be made by choosing appropriate values of shear modulus for the soil, depending on the working load level for the piles in question.
Settlement of Pile Groups
M. F. Randolph (author)
1985
44 pages
Report
No indication
English
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