Overall Stability Analysis of Anchored Sheet Pile Structures
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Published:1997
A.H. Soubra, P. Regenass, 1997. "Overall Stability Analysis of Anchored Sheet Pile Structures", Ground anchorages and anchored structures: Proceedings of the international conference organized by the Institution of Civil Engineers and held in London, UK, on 20–21 March 1997, G. Stuart Littlejohn
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The overall stability analysis of anchored sheet pile structure is investigated by a theoretical model using the upper-bound method of the limit analysis theory. A translational failure mechanism is considered for the calculation scheme. This mechanism is composed of two rigid blocks in the active zone and the so-called log-sandwich mechanism in the passive zone. The numerical results show good agreement with experimental results obtained from laboratory model tests.
INTRODUCTION
THEORETICAL ANALYSIS
CALCULATION PROCEDURE
NUMERICAL RESULTS
CONCLUSIONS
REFERENCES
