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- W9065353 abstract "The overall stability analysis of anchored sheet pile structures 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. (A) For the covering abstract see IRRD 898458." @default.
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- W9065353 date "1997-01-01" @default.
- W9065353 modified "2023-09-27" @default.
- W9065353 title "OVERALL STABILITY ANALYSIS OF ANCHORED SHEET PILE STRUCTURES" @default.
- W9065353 hasPublicationYear "1997" @default.
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