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This report summarizes a number of methods of calculating the settlement of isolated foundations, both shallow and deep. Undrained, consolidation and creep settlements due to static loads are considered and a number of relevant solutions from elastic theory are given. The determination of the appropriate soil parameters is discussed and a very brief review is made of some published comparisons between observed and calculated settlements.
This report summarizes a number of methods of calculating the settlement of isolated foundations, both shallow and deep. Undrained, consolidation and creep settlements due to static loads are considered and a number of relevant solutions from elastic theory are given. The determination of the appropriate soil parameters is discussed and a very brief review is made of some published comparisons between observed and calculated settlements.
Settlement of Isolated Foundations
H. G. Poulos (author)
1975
65 pages
Report
No indication
English
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