A temperature-driven strength reduction method for slope stability analysis

DOI10.1016/J.MECHRESCOM.2008.07.004zbMath1258.74148OpenAlexW2031989167MaRDI QIDQ1939859

Qianjun Xu, Xianfeng Cao, Zhongkui Li, Honglei Yin

Publication date: 5 March 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mechrescom.2008.07.004

zbMATH Keywords

temperature-dependent propertydeformation breakslope stability analysisstrength reduction

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Thermal effects in solid mechanics (74F05) Bifurcation and buckling (74G60) Soil and rock mechanics (74L10)

Related Items (3)

Element integration method for upper bound limit analysis ⋮ Rigorous solution of slopes' stability considering hydrostatic pressure ⋮ Shakedown analysis of a slope with cyclic groundwater level

Uses Software

• ABAQUS
• ABAQUS/Standard

Cites Work

• A new criterion for determination of initial loading parameter in arc-length methods
• Reinforcing mechanism of anchors in slopes: a numerical comparison of results of LEM and FEM
• Seepage analysis based on the unified unsaturated soil theory

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