TAGAsoft Icon
Home


Introduction
Theoretical_Background
   Method of Slices
   Bishop
   Spencer
   Morgenstern & Price
Use of Limit Equilibrium
   Choice of Geometry
   Strengths & Pressures
   Long Term Problems
   Short Term Problems
   Summary
References
Input Instructions
   Geometry
   Boundary Forces
   Pore Pressures
   Strength Parameters
   Earthquake Loading
   Iteration Control
   M-P Method
   Convergence
Examples
   Example 1
   Example 2
   Example 3i
   Example 3ii
   Example 4
Products     Calculators    |   Product Pricing    |   Order     Corporate Info    |   Discussion     Bookstore    |   News

Previous Previous Next Next
References

Azzouz, A.S., and Baligh, M.M., "Loaded Areas on Cohesive Slopes." Journal of Geotechnical Engineering, Vol. 109, No.5, May 1983.

Baligh, M.M. and Azzouz, A.S., "End Effects on Stability of Cohesive Slopes." Journal of the Geotechnical Division, ASCE, Vol. 101, No. GT 11, November 1975, pp. 1105-1117.

Bishop, A.W , "The Use of the Slip Circle in the Stability Analysis of Slopes." Geotechnique, Vol. 5, No. 1, 1955.

Bishop, A.W., "The Use of Pore Pressure Coefficients in Practice." Geotechnique, Vol. 4, 1954, pp. 148-152.

Bishop, A.W., "The Influence of Progressive Failure on the Choice of the Method of Stability Analysis." Geotechnique, Vol. 21, No.2, June 1971.

Bishop, A.W. and Bjerrum, L., "The Relevance of the Triaxial Test to the Solution of Stability Problems." Proc. ASCE Research Conference on Shear Strength of Cohesive Soils, Boulder, Colorado, June 1960.

Bishop, A.W ., Green, G.E., Garga, V.K., Andresen, A., and Brown, J.D., "A New Ring Shear Apparatus and its Application to the Measurement of Residual Strength." Geotechnique, Vol. 21, No. 4, 1971.

Bjerrum, L., "Embankments on Soft Ground." Proceedings, Conference on Performance of Earth and Earth-Supported Structures, ASCE, Vol. II, 1972, pp. 1-54.

Bjerrum, L., "Problems of Soil Mechanics and Construction on Soft Clays." Proc. 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, 1973.

Boutrup, E., Lovell, C.W ., and Siegel, R.A., "STABL2-A Computer Program for General Slope Stability Analysis." Proc. 3rd Int. Conf. on Numerical Methods of Geomechanics. Vol.2, Aachen, 1979.

Castro, G. and Christian, J.T., "Shear Strength of Soils and Cyclic Loading." Proc. ASCE, Vol 102, 11o. GT 9, September 1976.

Chandler, R.J., and Skempton, A.W., "The Design of Permanent Cutting Slopes in Stiff Fissured Clays." Geotechnique, Vol. 24, No. 4, 1974.

Charles, J.A., "An Appraisal of the Influence of a Curved Failure Envelope on Slope Stability." Geotechnique, Vol. 32, No.4, Dec. 1982.

Chen, Z.Y., and Morgenstern, N.R., "Extensions to the Generalized Method of Slices for Slope Stability Analysis", Canadian Geotechnical Journal, Vol. 20, No. 1, February 1983.

Ching, R.K.H., and Fredlund, D.G., "Some Difficulties Associated with the Limit Equilibrium Method of Slices", Canadian Geotechnical Journal, Vol. 20, No. 4, November 1983.

Duncan, J.M. and Buchignani, A.L., "Failure of Underwater Slope in San Francisco Bay." Journal of the SMFD, ASCE, Vol. 99, No. SM9, Sept. 1973, pp. 687-703.

Duncan, J.M. and Dunlop, P., "Slopes in Stiff-Fissured Clays and Shales." Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 95, No. SM2, March 1969, pp. 467-492.

Duncan, J.M. and Wright, S.G., "The Accuracy of Equilibrium Methods of Slope Stability Analysis." Engineering Geology, Vol. 16, Elsevier Scientific Publishing Company, Amsterdam, 1980, pp. 5-17.

Fredlund, D.G., "Appropriate Concepts and Technology for Unsaturated Soils." Canadian Geotechnical Journal, Vol. 16, 1979, pp. 121-139.

Fredlund, D.G., Krahn, J. and Pufahl, D.E., "The Relationship Between Limit Equilibrium Slope Stability Methods." Proc. 10th International Conference on Soil Mechanics and Foundations Engineering, Stockholm, Vol. 3, June 1981, pp. 409-416.

Fredlund, D.G. and Morgenstern, N.R., "Stress-State Variables for Unsaturated Soils." Proc. ASCE, Vol. 103, No. GT5, May 1977.

Johnson, S.J., "Analysis and Design Relating to Embankments." Proc. ASCE Specialty Conference on Analysis and Design in Geotechnical Engineering, Austin, Vol. 2, June 1974, pp. 1-48.

Ladd, C.C., and Foott, R., "New Design Procedure for Stability of Soft Clays." Proc. ASCE, Vol. 100, No. GT7, July, 1974.

Ladd, C.C. et al., "Stress-Deformation and Strength Characteristics." Proc. 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, 1977.

Ladd, C.C. and Foott, R., "New Design Procedure for Stability of Soft Clays." Journal of the Geotechnical Division, ASCE, Vol. 100, No. GT7, July 1974, pp. 763-786.

Larrson, R., "Undrained Shear Strength in Stability Calculation of Embankments and Foundations of Soft Clays." Canadian Geotechnical Journal, Vol. 17, No. 4, 1980, pp. 591-602.

Leonards, G.A., "Investigation of Failures." Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT2, Feb. 1982, pp. 185-246.

Lowe III, John, "Stability Analysis of Embankments." Journal of the SMFD, ASCE, Vol. 93, No. SM4, April 1967, pp. 1-33.

Lupini, J.F., Skinner, A.E., and Vaughn, P.R., "The Drained Residual Strength of Cohesive Soils." Geotechnique, Vol 31, No. 2, 1981.

Morgenstern, N.R. and Price, V.E., "The Analysis of the Stability of General Slip Surfaces." Geotechnique, Vol. 15, No. 1, 1965, pp. 79-93.

Newmark, N.M., "The 5th Rankine Lecture Effects of Earthquakes on Dams and Embankments." Geotechnique, Vol. 5, No. 2, June 1965.

Peck, R.B., "Stability of Natural Slopes." Proc. ASCE, Vol. 93, No. SM4, July 1967.

Popescu, N.E., "Stability Analysis of Deep Excavations in Expansive Clays." International Symposium on Numerical Models in Geomechanics, Zurich, 13-17 Sept. 1982.

Pyke, R.M., "The Newmark Method for Computing Earthquake Induced Deformations of Earth Slopes and Embankments." Technical Note TAGA 82-01, Telegraph Avenue Geotechnical Associates, Berkeley, California, October 1982.

Seed, H.B. and Wilson, S.D., "The Turnagain Heights Landslide, Anchorage, Alaska." Journal of the SMFD, ASCE, Vol. 93, No. SM4, July 1967, pp. 325-353

Skempton, A.W . and Hutchinson, J., "Stability of Natural Slopes and Embankment Foundations." State of the Art Volume, International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 1969.

Spencer, E., "A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces." Geotechnique, Vol. 17, No. 1, 1967, pp. 11-26.

Spencer, E., "Circular and Logarithmic Spiral Slip Surfaces." Proc. ASCE, Vol. 95, No. SM1, Jan. 1969.

Spencer, E., "Thrust-line Criterion in Embankment Stability Analysis." Geotechnique, Vol. 23, No. 1, 1973, pp. 85-100.

Tavenas, F., Trak, B., and Leroveil, S , "Remarks on the Validity of Stability Analyses." Canadian Geotechnical Journal, Vol. 17, No.l, March 1980.

Ting, J.M., "Geometric Concerns in Slope Stability Analyses." Journal of Geotechnical Engineering, Vol. 109, No. 11, November 1982.

Vaughan, P.R., and Walbancke, H.J., "Pore Pressure Changes and the Delayed Failure of Cutting Slopes in Overconsolidated Clay." Geotechnique, Vol. 23, No. 4, 1973.

Whitman, R.V. and Bailey, W.A., "Use of Computers for Slope Stability Analysis." Proc. ASCE, Vol. 93, No. SM4, July 1967.

Wright, S.G., "A Study of Slope Stability and the Undrained Strength of Clay Shales." Ph.D. Thesis, University of California, Berkeley, 1969.

Wright, S.G. and Duncan, J.M., "Analysis of Waco Dam Slide." Proc. ASCE, Vol. 98, No. SM9, September 1972, pp. 869-877.

Wright, S.G., Kulhany, F.H., and Duncan, J M., "Accuracy of Equilibrium Slope Stability Analysis." Proc. ASCE, Vol. 99, No. SM10, October, 1973.

Top of page Top of Page Previous Previous Next Next

Privacy
Copyright © TAGA Engineering Software Ltd 2010
Acknowledgements