DISCUSSIONS AND CLOSURES
Aug 1, 2000
Base Stability of Deep Excavation in Anisotropic Soft Clay
Authors: Andrew J. Whittle, Boonchai Ukritchon, S. F. Su, H. J. Liao, and Y. H. LinAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 8
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References
1.
Bishop, A. W. (1966). “The strength of soils as engineering materials.” Géotechnique, London, 16(2), 89–130.
2.
Davis, E. H., and Christian, T. J. (1971). “Bearing capacity of anisotropic cohesive soil.”J. Soil Mech. and Found. Div., ASCE, 97(5), 753–769.
3.
Ukritchon, B. ( 1998). “Application of numerical limit analyses for undrained stability problems in clay.” ScD thesis, MIT, Cambridge, Mass.
4.
Whittle, A. J., DeGroot, D. J., Ladd, C. C., and Seah, T. H. (1994). “Model prediction of anisotropic behavior of Boston Blue Clay.”J. Geotech. Engrg., ASCE, 120(1), 199–224.
5.
Lo, K. Y. (1965). “Stability of slopes in anisotropic soils.”J. Soil Mech. and Found. Div., ASCE, 91(4), 85–106.
6.
Mesri, G. (1989). “A reevaluation of = using laboratory shear tests.” Can. Geotech. J., Ottawa, 26(1), 162–164.
7.
Whittle, A. J., and Kavvadas, M. J. (1994). “Formulation of MIT-E3 constitutive model for overconsolidated clays.”J. Geotech. Engrg., ASCE, 120(1), 173–198.
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Published online: Aug 1, 2000
Published in print: Aug 2000
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Authors
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Andrew J. Whittle
Member, ASCE
Boonchai Ukritchon
Member, ASCE
S. F. Su
H. J. Liao
Y. H. Lin
Member, ASCE
Member, ASCE
Assoc. Prof., Massachusetts Institute of Technology, Cambridge, MA 02139.
Lect., Chulalongkorn Univ., Bangkok, Thailand.
Asst. Prof., Tung-Nan Coll. of Technol., Taipei, Taiwan.
Prof., Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., Taipei, Taiwan.
Assoc. Prof., Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., Taipei, Taiwan.
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