Rigorous solution of slopes' stability considering hydrostatic pressure

DOI10.1155/2018/2829873zbMath1398.70024OpenAlexW2807750714MaRDI QIDQ1785175

Chengchao Li, Pengming Jiang, Aizhao Zhou

Publication date: 28 September 2018

Published in: Complexity (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1155/2018/2829873

zbMATH Keywords

hydrostatic pressuresliding mechanism of slopesslopes' stabilitySpencer method

Mathematics Subject Classification ID

Dynamics of multibody systems (70E55) Geophysical solid mechanics (74L05)

Cites Work

• The use of QP-free algorithm in the limit analysis of slope stability
• Variational iteration method for solving nonlinear boundary value problems
• Upper bound on the slope of steady water waves with small adverse vorticity
• A temperature-driven strength reduction method for slope stability analysis
• Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis
• A new discontinuous upper bound limit analysis formulation
• Slope stability analysis based on elasto-plastic finite element method
• Soil mechanics and plastic analysis or limit design
• Stress and Velocity Fields in Soil Mechanics

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