Response of building adjacent to stiff excavation support system in soft clay

Journal of Performance of Constructed Facilities

Volumn 16, Issue 1, 2002, Pages 10-20

  Finno, Richard J ^a   Bryson, L Sebastian ^a  

^a Northwestern University   (United States)

Author keywords

Distortion; Excavation; Foundation settlement; Shallow foundations; Soft clay

Indexed keywords

DISTORTIONS; FOUNDATION SETTLEMENTS; SHALLOW FOUNDATIONS; SOFT CLAY;

CONCRETE CONSTRUCTION; CRACK INITIATION; EXCAVATION; FOUNDATIONS; PLASTIC DEFORMATION; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

CLAY;

EID: 2142803162     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2002)16:1(10)     Document Type: Review

References (15)

1. Bjerrum, L. (1963). "Allowable settlements of structures," Proc. European Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Weisbaden, 135-137.
2. Boone, S. J. (1996). "Ground-movement-related building damage," J. Geotech. Eng., 122(11), 886-896.
3. Boscardin, M. D., and Cording, E. J. (1989). "Building response to excavation-induced settlement," J. Geotech. Eng., 115(1), pp. 1-21.
4. Boscardin, M. D., Cording, E. J., and O'Rourke, T. D. (1979). Case studies of building behavior in response to adjacent excavation, Univ. of Illinois Rep. for the U.S. Dept. of Transportation, Rep. No. UMTA-IL-06-0043-78-2, Washington D.C.
5. Burland, J. B., and Wroth, C. P. (1974). "Settlement of buildings and associated damage," Proc., Conf. on Settlement of Structures, Cambridge, 611-654.
6. Burland, J. B., Broms, B. B., and de Mello, V. F. (1977). "Behavior of foundations and structures," 9th Int. Conf. on Soil Mechanics and Foundation Engineering, State-of-the-Art Rep., Vol. 2, Tokyo, 495-546.
7. Canadian Foundation Engineering Manual, (1992). 3rd Ed., Canadian Geotechnical Society, BiTech Publishers, Vancouver, BC.
8. Chung, C. K., and Finno, R. J. (1992). "Influence of depositional processes on the geotechnical parameters of Chicago glacial clays," Eng. Geol. (Amsterdam), 32, 225-242.
9. Finno, R. J., Bryson, L. S., and Calvello, M. (2002), "Performance of a stiff support system in soft clay," paper submitted to the Journal of Geotechnical and Geoenvironmental Engineering, ASCE
10. Meyerhoff, G. G. (1956). "Discussion of 'The allowable settlements of buildings', by A. W. Skempton and D. H. MacDonald," Proc., Institute of Civil Engineers, Part II, Vol 5, 774.
11. O'Rourke, T. D., Cording, E. J., and Boscardin, M. D. (1976). The ground movements related to braced excavations and their influence on adjacent structures, Univ. of Illinois Rep. for the U.S. Dept. of Transportation, Rep. No. DOT-TST-76T-22, Washington D.C.
12. Ou, C.-Y., Liao, J.-T., and Cheng, W.-L. (2000). "Building response and ground movements induced by a deep excavation," Geotechnique, 50(32), 209-220.
13. Peck, R. B., and Reed, W. C. (1954). "Engineering properties of Chicago subsoils," Bulletin No. 423, Engineering Experiment Station, Univ. of Illinois, Urbana, III.
14. Polshin, D. E., and Tokar, R. A. (1957). "Maximum allowable nonuniform settlement of structures," Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, London, Vol. 1, 402-405.
15. Skempton, A. W., and McDonald, D. H. (1956). "Allowable settlement of buildings," Proc., Institute of Civil Engineers, Part III, Vol. 5, 727-768.