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Settlement Analysis of Structural Foundation Systems
A general analysis is presented for the settlement of a structural foundation in which the structure, foundation and soil are treated as a single system. For pad, pile and raft foundations, a brief review is made of some elastic solutions for settlement behavior which are required for the complete structure-foundation interaction analysis. For a simple two-dimensional frame, a series of solutions are presented to show the effect on the settlement and differential settlement of such factors are the type of foundation, the consideration of interaction between footings, the consideration of horizontal as well as vertical movements and the number of storeys in the frame.
Settlement Analysis of Structural Foundation Systems
A general analysis is presented for the settlement of a structural foundation in which the structure, foundation and soil are treated as a single system. For pad, pile and raft foundations, a brief review is made of some elastic solutions for settlement behavior which are required for the complete structure-foundation interaction analysis. For a simple two-dimensional frame, a series of solutions are presented to show the effect on the settlement and differential settlement of such factors are the type of foundation, the consideration of interaction between footings, the consideration of horizontal as well as vertical movements and the number of storeys in the frame.
Settlement Analysis of Structural Foundation Systems
H. G. Poulos (author)
1974
34 pages
Report
No indication
English
Settlement analysis of structural foundation systems
TIBKAT | 1974
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British Library Online Contents | 2000
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