Deep rotational stability of tiedback excavations in clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 12, 1998, Pages 1222-1225

  Whittle, A J ^a   Ladd, Charles C ^a  

^a MASSACHUSETTS INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001655075     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:12(1222)     Document Type: Article

References (5)

1. Becker, D. E., Crooks, J. H. A., Been, K., and Jefferies, M. G. (1987). “Work as a criterion for determining in situ and yield stresses in clays.” Can. Geotech. J., Ottawa, 24(4). 549-564.
2. DeLaBeaumelle, A. C. L. A. (1991). “Evaluation of SHANSEP strength-deformation properties of undisturbed Boston Blue Clay from automated triaxial testing,” MS thesis, MIT, Cambridge. Mass.
3. Hashash, Y. M. A., and Whittle, A. J. (1996). “Ground movement prediction for deep excavations in soft clay.” J. Geotech. and Geoenvir. Engrg., ASCE, 122(6), 474-486.
4. Ukritchon, B., Whittle, A. J., and Sloan, S. W. (1998). “Undrained limit analyses for combined loading of strip footings on clay.” J. Geotech. and Geoenvir. Engrg., ASCE, 124(3). 265 -276.
5. Whittle, A. J., and Hashash, Y. M. A. (1994). “Soil modeling and prediction of deep excavation behavior.” Proc. Int. Symp. on Pre-Failure Deformation Characteristics of Geo-Materials (IS-Hokkaido ’94), 1, A. A. Balkema, Rotterdam, The Netherlands, 589-595.