Abstract: Three-dimensional (3D) slope stability analysis is a present research interest for geotechnical engineering. This work established a new 3D limit equilibrium method (LEM) to solve 3D slope stability with general-shaped ...

Abstract: Compared with the three-dimensional (3D) simple slope, actual slopes often have irregular slope topography. The 3D convex and concave slopes are two important types of actual slopes. To analyze the stability of 3D convex ...

Abstract: Antislide micropiles can effectively reinforce slopes and improve their stability. To introduce the mechanical mechanisms of micropiles in slope stability analysis, this work adopted a reasonable failure mode for the ...

Abstract: On the basis of a non-associated flow rule and the upper bound theorem for limit analysis, the expression of surrounding rock pressure on shallow tunnels was derived by constructing a simple failure pattern. Strength ...

Abstract: Based on the assumption that the hydrostatic pressure is maximum at half the total groundwater level, which improved the groundwater pressure distribution in the slope body, the safety factor expression for anti-slide ...