Deep rotational stability of tiedback excavations in clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 12, 1998, Pages 1225-1228

  O'rourke T D ^a  

^a School of Operations Research and Industrial Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001836453     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:12(1225)     Document Type: Article

References (4)

1. Haley & Aldrich. (1993). “Report on special laboratory and in-situ testing program. Central Artery (I-93)/Tunnel (1-90) Project, Boston, MA.” Rep. Prepared for the Massachusetts Hwy. Dept., File No. 10360-40, Boston, Mass.
2. Kaye, C. A. (1982). “Bedrock and quaternary geology of the Boston area, Massachusetts.” Rev. in Engrg. Geol., Vol. V, 25-40.
3. O’Rourke, T. D. (1993). “Base stability and ground movement prediction for excavations in soft clay.” Retaining Structures, C. R. I. Clayton, ed. Thomas Telford. London. 657-686.
4. O’Rourke, T. D., McGinn, A. J., Dewsnap, J., and Stewart, H. E. (1997). “Performance of excavations stabilized by deep soil mixing.” Rep. to Bechtel/Parsons Brinckerhoff, Boston, Mass.