Discussion of “Bearing Capacity of Foundations in Slopes” by Donald Shields, Neil Chandler, and Jacques Gamier (March, 1990, Vol. 116, No. 3)
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References
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Gemperline, M. C. (1988a). “Coupled effects of common variables on the behavior of shallow foundation.” Proc., Centrifuge 88, J. F. Corté, ed., Balkema, Rotterdam, The Netherlands, 285–292.
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Huang, C. C. (1990), “Failure mechanism and stability analysis of reinforced slope,” thesis presented to the University of Tokyo, at Tokyo, Japan, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Tatsuoka, F., Tani, K., Okahara, M., Morimoto, T., Tatsuta, M., Takagi, S., and Mori, H. (1989a). “Discussion of Hettler and Gudehus.” Soils and Found., 29‐4(Dec.), 146–154.
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Tatsuoka, F., Huang, C. C., Morimoto, T., and Okahara, M. (1989b). “Discussion of ‘Stress characteristics for shallow footings in cohesionless slopes.’” Canadian Geotech. J., 26, 748–755.
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Tatsuoka, F., Huang, C. C., Morimoto, T., and Tani, K. (1991a). “Discussion of ‘Bearing capacity of footings adjacent to slopes.’” J. Geotech. Engrg., 117(7), 1127–1131.
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Tatsuoka, F., Okahara, M., Tanaka, T., Tani, K., Morimoto, T., and Siddiquee, M. S. A. (1991b). “Progressive failure and particle size effect in bearing capacity of a footing on sand.” Proc., Geotech. Engrg. Congress: ASCE Special Publication No. 27, ASCE, New York, N.Y., Vol. II, 788–802.
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Copyright © 1991 ASCE.
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Published online: Dec 1, 1991
Published in print: Dec 1991
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