Ground movements caused by caisson installation at the lurie excavation project

Geotechnical Special Publication

Volumn , Issue 126 II, 2004, Pages 1280-1289

  Hoffman, Jeffrey ^a   Roboski, Jill ^b   Finno, Richard J ^b  

^a NORTHWESTERN UNIVERSITY   (United States)

^b Northwestern University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; DEFLECTION (STRUCTURES); DEFORMATION; DRILLING; EXCAVATION; FINITE ELEMENT METHOD; GRAPH THEORY; INSTALLATION; SOILS; STRESS ANALYSIS;

GROUND MOVEMENTS; INCLINOMETERS; SOFT CLAY; UNCONTROLLED DEFORMATIONS;

CAISSONS;

EID: 10944228635     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40744(154)117     Document Type: Conference Paper

References (5)

1. Baker, C. N. and Lukas, R. G., (1978) "Ground Movement Associated with Drilled Pier Installations." Preprint 3266, ASCE Spring Convention and Exhibit, Pittsburgh, Pennsylvania.
2. Chung, C. K., and Finno, R. J. (1992) "Influence of depositional processes on the geotechnical parameters of Chicago Glacial clays. Engineering Geology, 32: 225-242.
3. Cunningham, J. A., and Fernandez, J. I. (1972) "Performance of Two Slurry Wall Systems in Chicago." ASCE Specialty Conference on Performance of Earth and Earth-Supported Structures. Vol. 1 Part 2, 1425-1449.
4. Finno, R. J., and Roboski, J. F. (2004) "Three-dimensional Responses of a Tied-back Excavation through Clay," submitted to the Journal of Geotechnical and Geoenvironmental Engineering, ASCE.
5. Roboski, J. F. (2004) "Three-dimensional Behavior of Excavations in Clay," PhD thesis, Northwestern University, Evanston, IL.