Closure to “residual shear strength mobilized in first-time slope failures”

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 5, 2004, Pages 548-549

  Mesri, G ^a   Shahien, M ^b  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001754625     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:5(548)     Document Type: Article

References (13)

1. D’Appolonia, E., et al. (1967). “Behavior of a colluvial slope.” J. Soil Mech. Found. Div., 93(4), 447–473.
2. Ferguson, H. F., and Hamel, J. V. (1981). “Valley stress relief in flat-lying sedimentary rocks.” Weak rock, K. Akai et al., eds., Balkema, Rotterdam, The Netherlands, 2, 1235–1240.
3. Hamel, J. V. (1980). “Geology and slope stability in Western Pennsylvania.” Bull. Assoc. Eng. Geol., 17(1), 1–26.
4. Hamel, J. V., and Adams, W. R. Jr. (1981). “Claystone slides, Interstate Route 79, Pittsburgh, Pennsylvania, USA.” Weak rock, K. Akai et al., eds., Balkema, Rotterdam, The Netherlands, 1, 549–553.
5. Hamel, J. V., and Flint, N. K. (1972). “Failure of colluvial slope.” J. Soil Mech. Found. Div., 98(2), 167–180.
6. Lacerda, W. A., and Fonseca, A. P. (2003). “Residual strength of colluvial and residual soils.” Proc., 12th Pan American Conf. on Soil Mechanics and Geotechnical Engineering, Cambridge, Mass., 1, 485–488.
7. La Gatta, D. P. (1970). “Residual strength of clays and clay-shales by rotation shear tests.” Harv. Soil Mech. Ser, 86.
8. Mesri, G., and Cepeda-Diaz, A. F. (1986). “Residual shear strength of clays and shales.” Ge´otechnique, 36, 269–274.
9. Mesri, G., Rokhsar, A., and Bohor, B. F. (1975). “Composition and compressibility of typical samples of Mexico City clay.” Ge´otechnique, 25(3), 527–554.
10. Morgenstern, N. R. (1967). “Shear strength of stiff clay.” Proc., Geotechnical Conference, Oslo, Norway, 2, 59–69.
11. Richardson, A. M. (1979). “Landslide in claystone derived soil.” J. Geotech. Eng. Div., 105(7), 857–869.
12. Stark, T. D., and Eid, H. T. (1994). “Drained residual strength of cohesive soils.” J. Geotech. Eng., 120(5), 856–871.
13. Townsend, F. C., and Banks, D. C. (1974). “Preparation effects on clay shale classification indexes.” Proc., ASCE National Meeting, Water Resources Engineering, ASCE, New York, 1–36.