Slope stability analysis based on elasto‐plastic finite element method
By Hong Zheng, D. F. Liu, Chunguang Li. 2005
269 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/f1b67def8db53002055c9d65a8a2973ac0486940
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Wenan Wu
- Yongtao Yang
- Hong Zheng
- A. J. Li
- R. Merifield
- Andrei Lyamin
- Scott W. Sloan
- Kristian Krabbenhøft
In Safety, Risk, Reliability and Quality
- Wenan Wu
- Yongtao Yang
- A. J. Li
- Hong Zheng
- R. Merifield
- Andrei Lyamin
- A. Makrodimopoulos
- Scott W. Sloan
Citations in the corpus
- Stability analysis of slopes using the vector sum numerical manifold method (2020, methodology): “In order to obtain the FOSs (factors of safety) of the slopes, other techniques such as the strength reduction method (SRM) (Matsui and San 1992; Zheng et al. 2002, 2005) and the vector sum method (VSM) (Guo et al. 2011) should be implemented into the numerical methods.”
- Limit analysis solutions for three dimensional undrained slopes (2009, methodology): “Finite element analysis As highlighted by Duncan [32], the FEM is a general-purpose method which can be used to calculate stresses, movements, pore pressures and other characteristics of earth masses during construction [43,44] without a priori assumed sliding surface.”
- Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method (2018, background): “Criterion 3 is not applicable in some situations because non-convergence can result from many factors and does not necessarily correspond to a failure (Zheng et al. 2005).”