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- W2387074132 abstract "Due to the limitation and illogicality identified in the current algorithms for active earth pressure of two-layered backfills,the original calculating methods have been modified in this research.Based on sliding plane hypothesis and deformation compatibility condition,a formula is derived for the calculation of active earth pressure of layered backfills with the consideration of some issues,such as the inclined back face,additional load,cohesion force on sliding plane and the adhesive force on the interface between soil and retaining wall.The proposed multi-layer method is proved to be more technically reasonable and effective for retaining wall design." @default.
- W2387074132 created "2016-06-24" @default.
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- W2387074132 date "2009-01-01" @default.
- W2387074132 modified "2023-09-28" @default.
- W2387074132 title "Improvement of Active Earth Pressure on Retaining Walls with Layered Backfills" @default.
- W2387074132 hasPublicationYear "2009" @default.
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