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Investigation of lateral stress relief on the stability of phi = 0 degree slopes using laboratory, fracture mechanics, and finite element method approaches

机译：使用实验室，断裂力学和有限元方法研究phi = 0度边坡稳定性的侧向应力释放

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作者
Kutschke, Walter G.;
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作者单位

University of Pittsburgh;

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授予单位 University of Pittsburgh;
学科
学位 Ph.D.
年度 2011
页码 335 p.
总页数 335
原文格式 PDF
正文语种 eng
中图分类
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1. Investigation of Lateral Stress Relief Using Finite Elements and Fracture Mechanics: Case History Study of the Saxon Pit [J] . Walter G. Kutschke, Luis E. Vallejo Journal of geotechnical and geoenvironmental engineering . 2012,第10期

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机译：极限稳定分析的有限元方法用于边坡稳定分析
5. A three-dimensional slope stability method based on finite element stress analysis and dynamic programming. [D] . Stianson, Jason Robert. 2008

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6. Assessment of stability of a Himalayan road cut slope with varying degrees of weathering: A finite-element-model-based approach [O] . Gbétoglo Charles Komadja, Sarada Prasad Pradhan, Amulya Ratna Roul, 2020

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7. Investigation of Lateral Stress Relief on theStability of PHI = 0 DEG Slopes Using Laboratory, Fracture Mechanics, and Finite Element Method Approaches [O] . Kutschke Walter 2011

机译：利用实验室，断裂力学和有限元方法研究侧向应力释放对PHI = 0 DEG边坡稳定性的影响

Investigation of lateral stress relief on the stability of phi = 0 degree slopes using laboratory, fracture mechanics, and finite element method approaches

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