In this paper. we present an improved and efficient analytical solution for evaluating the stability of 3D slopes based on the minimum potential energy method. The equilibrium equation of the landslide is employed to determine the shear stress on the failure surface. and a new formulation for shear potential energy is introduced. https://flzwrfcpv89o7f.aioblogs.com/87843050/good-questions-11-where-are-governments-plans-for-dealing-with-food-system-disruptions
A modified solution for evaluating the sliding direction and stability of 3D slopes
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