A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of Creep Settlement of Pile Foundations
The problem of the settlement of a pile in a soil exhibiting creep properties is analyzed by converting the visco-elastic problem to an equivalent elastic problem by means of a Laplace transform. The solution is then found in Laplace transform space in the form of an eigenvalue expansion and transformed back to obtain a numerical solution to the original problem. This form of solution enables any viscoelastic soil model to be considered.
Analysis of Creep Settlement of Pile Foundations
The problem of the settlement of a pile in a soil exhibiting creep properties is analyzed by converting the visco-elastic problem to an equivalent elastic problem by means of a Laplace transform. The solution is then found in Laplace transform space in the form of an eigenvalue expansion and transformed back to obtain a numerical solution to the original problem. This form of solution enables any viscoelastic soil model to be considered.
Analysis of Creep Settlement of Pile Foundations
J. R. Booker (author) / H. G. Poulos (author)
1975
38 pages
Report
No indication
English
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