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Official PDF TranslationJournal of Central South University

Three-dimensional stability of two-step slope with crack considering temperature effect on unsaturated soil

Authors: SHAN Jun-tao; WU Yi-min; YANG Xiao-li

DOI: 10.1007/s11771-025-5914-6Status: Verified Translated Edition
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Key Findings in This Report

• 3D rotational wedge failure mechanism yields higher safety factors than 2D analyses, providing more realistic stability predictions for constrained slopes. • The presence of open and vertical cracks significantly reduces slope stability, highlighting the importance of crack modeling in engineering practice. • Temperature-dependent shear strength assessment reveals unique response curves for different unsaturated soils, underscoring the need for soil-specific thermal design. • Integration of particle swarm optimization with limit analysis enables accurate and efficient safety factor computation for complex slope scenarios.