Base stability of deep excavation in anisotropic soft clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 8, 2000, Pages 757-762

  Whittle, Andrew J ^a   Ukritchon, Boonchai ^b   Su, S F ^c   Liao, H J ^d   Lin, Y H ^d  

^a MASSACHUSETTS INSTITUTE OF TECHNOLOGY   (United States)

^b CHULALONGKORN UNIVERSITY   (Thailand)

^c Tung Nan Junior College of Technology   (Taiwan)

^d NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001754617     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:8(757)     Document Type: Article

References (7)

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. pusing 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.