Evaluation of factors affecting parameter m in drained shear strength of over consolidated soils

International Journal of Soil Science

Volumn 3, Issue 3, 2008, Pages 127-137

  Pakbaz, M S ^a   Tabatabaei, S A ^a   Boroumandzadeh, B ^b  

^a SHAHID CHAMRAN UNIVERSITY OF AHVAZ   (Iran)

^b Azad Eslami University   (Iran)

Author keywords

Cemented soil; Fully softened strength; Overconsolidation; Peak strength; Residual; Shear strength

Indexed keywords

BENTONITE; CEMENTATION; COMPARATIVE STUDY; OVERCONSOLIDATION; RESIDUAL SOIL; SHEAR STRENGTH; SHEAR TEST; WATER CONTENT;

EID: 57749092686     PISSN: 18164978     EISSN: None     Source Type: Journal    
DOI: 10.3923/ijss.2008.127.137     Document Type: Article

References (15)

1. Christian, J.T. and G.B. Baecher, 2001. Discussion on factors of safety and reliability in geotechnical engineering, by Duncan. ASCE, J. Geotech. Geoenviron. Eng., 127: 700-702.
2. Duncan, J.M., 2001a. Factors of safety and reliability in geotechnical engineering. ASCE, J. Geotechnol. Geoenviron. Eng., 126: 307-316.
3. Duncan, J.M., 2001b. Closurer to discussion on factors of safety and reliability in geotechnical engineering, by Duncan. ASCE, J. Geotech. Geoenviron. Eng., 127: 717-721.
4. Eid, H.T., T.D. Stark, W.D. Evans and P.E. Sherry, 2000. Municipal solid waste slope failure: Waste and foundation soil properties. ASCE, J. Geotech. Geoenviron. Eng., 126: 391-407.
5. Filz, G.M., J.B. Esterhuizen and J.M. Duncan, 2001. Progressive failure of lined waste impoundments. ASCE, J. Geotech. Geoenviron. Eng., 127: 841-848.
6. Gilbert, R.B., S.G. Wright and E. Liedtke, 1998. Uncertainty in back analysis of slopes: Kettlemen Hills case history. ASCE, J. Geotech. Geoenviron. Eng., 124: 1167-1176.
7. Hamel, J.V., 2004. Discussion of residual shear strength mobilized in first-time slope failure by Mesri and Shahien, ASCE, J. Geotechnol. Geoenviron. Eng., 130: 544-546.
8. Mesri, G. and M. Abdelghafar, 1993. Cohesion intercept in effective stress stability analysis. J. Geotech. Eng., 119: 1229-1249.
9. Mesri, G. and M. Shahien, 2003. Residual shear strength mobilized in first-time slope failure. J. Geotech. Geoenviron. Eng., 129: 12-31.
10. Mesri, G. and M. Shahien, 2004. Closure to residual shear strength mobilized in first-time slope failure. J. Geotech. Geoenviron. Eng., 130: 548-549.
11. Stark, T.D. and H.T. Eid, 1997. Slope stability analyses in stiff fissured clay. J. Geotech. Geoenviron. Eng., 123: 335-343.
12. Terzaghi, K., R.B. Peck and G. Mesri, 1996. Soil mechanics in engineering practice. 3rd Edn., Wiley and Sons, New York, ISBN: 0-471-08658-4.
13. Yudbir, 2004. Discussion of residual shear strength mobilized in first-time slope failure by Mesri and Shahien. ASCE, J. Geotech. Geoenviron. Eng., 130: 546-548.
14. Zornberg, J.G., N. Sitar and J.K. Mitchelle, 1998a. Limit equilibrium as basis for design of geosynthetic reinforced slopes. ASCE, J. Geotech. Geoenviron. Eng., 124: 684-698.
15. Zornberg, J.G., N. Sitar and J.K. Mitchelle, 1998b. Performance of geosynthetics reinforced slopes at failure. ASCE, J. Geotech. Geoenviron. Eng., 124: 684-698.