Stability of slopes with berms on rigid foundations

Geotechnical and Geological Engineering

Volumn 16, Issue 4, 1998, Pages 309-320

  Woodward, P K ^a  

^a HERIOT WATT UNIVERSITY   (United Kingdom)

Author keywords

Berms; Finite elements; Numerical modelling and analysis; Slopes

Indexed keywords

FINITE ELEMENT METHOD; FOUNDATIONS; FRICTION; MATHEMATICAL MODELS; SLOPE STABILITY; SOIL MECHANICS; STRENGTH OF MATERIALS;

BERMS; COHESIVE STRENGTH; FRICTIONAL STRENGTH;

SLOPE PROTECTION;

BERM; FOUNDATION; NUMERICAL MODEL; SLOPE STABILITY;

EID: 0032313579     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1008876715635     Document Type: Article

References (5)

1. Bishop, A.W. (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1), 7-17.
2. Copyright Oasys Ltd (1991) SLOPE User Manual Version 3.5. Copyright Oasys Ltd, London.
3. Smith, I.M. and Griffiths, D.V. (1988) Programming the Finite Element Method. John Wiley & Sons Ltd, London.
4. Spencer, E. (1967) A method of analysis of the stability of embankments assuming parallel inter-slice forces. Geotechnique 17(1), 11-26.
5. Taylor, D.W. (1948) Fundamentals of Soil Mechanics. John Wiley & Sons, Inc., London.