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Coupled Analytical Method for Braced Excavation Based on the Pasternak Foundation Model and Nonlinear <i>p</i>–<i>y</i> Curve Model
Publisher: American Society of Civil Engineers
Abstract: Accurate prediction of excavation deformation and stress affects the safety of excavation engineering and the surrounding environment. However, the traditional calculation method ignores the influence of soil shear action ...
Improved Analytical Method for Stabilizing Piles in Loess Slope Considering Nonlinear Pile–Soil Interactions
Publisher: ASCE
Abstract: In loess slopes, landslides are easily caused by rainfall and can be prevented by using retaining structures of stabilizing piles. This paper investigated the deformation and mechanical behaviors of the cantilever and fully ...