Abstract: Gravity-type caisson walls are a type of popular but easily damaged waterfront construction structure, especially in seismic regions. Various forms of mitigation have been successfully applied to improve their performance ...

Abstract: Statistical design of experiments was combined with coupled and uncoupled pile-reinforced slope stability analyses to draw conclusions about the factor of safety (FS) sensitivity to pile-related properties (pile location, ...

Abstract: Stability analyses are crucial for identifying soil slope failure susceptibility. Currently, several analytical methods are available to perform such analyses. However, the degree of agreement of the analytical factors of ...

Abstract: Soil movements associated with slope instability induce shear forces and bending moments in stabilizing piles that vary with the buildup of passive pile resistance. For such free-field lateral soil movements, stress ...