Study of the effect of soil anisotropy on slope stability using method of slices

Computers and Geotechnics

Volumn 26, Issue 2, 2000, Pages 83-103

  Al Karni, Awad A ^a   Al Shamrani, Mosleh A ^a  

^a KING SAUD UNIVERSITY   (Saudi Arabia)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; INTERNAL FRICTION; PLASTICITY; SHEAR STRENGTH;

METHOD OF SLICES; SOIL ANISOTROPY;

SOIL MECHANICS;

ANISOTROPY; COHESIVE SOIL; METHOD OF SLICES; SLOPE STABILITY;

EID: 0034005271     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(99)00046-4     Document Type: Article

References (28)

1. Bishop A.W. The strength of soils as engineering material. Geotechnique. 16(2):1966;89-130.
2. Ward W.H., Marsland A., Butler M.E. Further studies of the properties of London clay. Geotechnique. 9:1959;33-38.
3. Ward W.H., Marsland A., Samuels S Properties of the London clay at Ashford common shaft: in-situ and undrianed strength tests. Geotechnique. 15(4):1965;321-349.
4. Saada A.S., Bianchini G.F. Strength of one dimensionally consolidated clays. Journal of the Geotechnical Engineering, ASCE. 101(GT11):1975;1151-1164.
5. Mitchell Fundamentals of soil behaviour. 1976;John Wiley and Sons, New York.
6. Barden L., Sides G. Engineering behavior and structure of compacted clay. Journal of the Soil Mechanics and Foundations Division, ASCE. 96(SM4):1970;1171-1200.
7. Barden L. The influence of structure on deformation and failure in clay soil. Geotechnique. 22:1972;159-163.
8. Quigley R.M., Thompson C.D. The fabric of anisotropically consolidated sensitive marine clay. Canadian Geotechnical Journal. 3(2):1966;61-73.
9. Gazetas. Deformation anisotropy of soils: experimental investigation and mathematical modeling. Case Western Reserve University, Case Institute of Technology, Department of Civil Engineering, Publication No.8102.
10. Lo K.Y. Stability of slopes in anisotropic soils. Journal of the Soil Mechanics and Foundations Division, ASCE. 91(SM 4):1965;85-106.
11. Chen F.H., Snitbhan N., Fang H.Y. Stability of slopes in anisotropic, nonhomogeneous soils. Canadian Geotechnical Journal. 12:1975;146-152.
12. Bishop A.W. The use of the slip circle in the stability analysis of slopes. Geotechnique. 16(2):1955;89-130.
13. Janbu N. Stability analysis of slopes with dimensionless parameters. Harvard Soil Mechanics Series, 1954, No. 46.
14. Bishop A.W., Morgenstern N.R. Stability coefficients for earth slopes. Geotechnique. 10(4):1960;129-147.
15. Morgenstern N.R., Price V.E. The analysis of the stability of general slip surface. Geotechnique. 15:1965;79-93.
16. Bell J.M. Dimensionless parameters for homogeneous earth slopes. Journal of the Soil Mechanics and Foundations Division, ASCE. 92(SM5):1966;51-65.
17. Fredlund D.G. PC-SLOPE user's manual S-30. 1985;GEO-SLOPE Programming, Calgary Alberta, Canada.
18. Singh A. Shear strength and stability of man-made slopes. Journal of the Soil Mechanics and Foundations Division, ASCE. 96(SM6):1970;1879-1892.
19. Spencer E. A method of analysis of the stability of embankments assuming parallel interslice forces. Geotechnique. 17:1967;11-26.
20. Duncan J.M., Seed H.B. Anisotropy and stress reorientation in clay. Journal of the Soil Mechanics and Foundation Division, ASCE. 92(SM5):1966;21-50.
21. Muckle JG. The effect of stress path on the behavior of thunder bay clay. M.E.Sc. thesis. Ontario, Canada, University of Western Ontario.
22. Mayne P.W. Stress anisotropy effects on clay strength. Journal of Geotechnical Engineering, ASCE. 111:1985;356-366.
23. Casagrande A, Carillo N. Shear failure of anisotropic materials. Journal of the Boston Society of Civil Engineers 1944;31,(4).
24. Richardson A.M., Brand E.W., Menon A. In-situ determination of anisotropy of a soft clay. Proc. Conf. In-Situ Measure, Soil Proper, ASCE. 1:1975;336-349.
25. De Natale J S. On the calibration of constitutive models by multivariate optimization. A case study: the boundary surface plasticity model. Ph.D. dissertation, University of California at Davis.
26. Al-Karni A A. The application of the BFGS quasi-Newton method to slope stability analysis. M.S. thesis, Tucson, (AR), University of Arizona.
27. Taylor D.W. Stability of earth slopes. Journal of the Boston Society of Civil Engineers. Vol. XXIV(3, July):1937;337-386.
28. Terzaghi K., Peck R.B. Soil mechanics in engineering practice 2nd ed. 1967;John Wiley & Sons, New York.