The influence of a non-associated flow rule on the calculation of the factor of safety of soil slopes

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 25, Issue 13, 2001, Pages 1351-1359

  Wang, Yu Jie ^a   Yin, Jian Hua ^a,b   Lee, C F ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Non associated flow rule; Slope stability; Soil slope safety

Indexed keywords

ENERGY DISSIPATION; SAFETY FACTOR; SLOPE STABILITY; STRESSES;

NON-ASSOCIATED FLOWS;

SOILS;

FLOW MODELING; LIMIT ANALYSIS; SAFETY; SLOPE STABILITY; SOIL MECHANICS;

EID: 0035504114     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.177     Document Type: Article

References (13)

1. The use of the slip circle in the stability analysis of slopes
2. Earth pressures and bearing capacity calculations by generalized procedures by slices
3. The analysis of the stability of general slip surfaces
4. A method of analysis of the stability of embankments assuming parallel inter-slice forces
5. Slope stability analysis: A kinematical approach
6. Slope stability analysis by the upper bound approach: Fundamentals and methods
7. Static instability and liquefaction of loose fine sandy slopes
8. Possibilities and limitations of finite elements for limit analysis
9. Limit load in translational failure mechanisms for associative and non-associative materials
10. Theories of plasticity and the failure of soil masses
11. Slope stability analysis by finite elements