Estimation of building damage due to excavation-induced ground movements

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 131, Issue 2, 2005, Pages 162-177

  Son, Moorak ^a   Cording, Edward J ^b  

^a Korea Institute of Civil Engineering and Building Technology   (South Korea)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Buildings; Damage assessment; Excavation; Ground motion; Soil structure interaction; Stiffness

Indexed keywords

BENDING (DEFORMATION); COMPUTER SIMULATION; CRACK INITIATION; EXCAVATION; MORTAR; SHEAR STRENGTH; SLOPE PROTECTION; STRAIN;

ANGULAR DISTORTION; BUILDING DAMAGE; GROUND MOVEMENTS; SHEAR STIFFNESS;

STRUCTURAL ANALYSIS;

BUILDING; DAMAGE; EXCAVATION; GEOTECHNICAL ENGINEERING; GROUND MOVEMENT; SOIL-STRUCTURE INTERACTION;

EID: 13244294238     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:2(162)     Document Type: Article

References (16)

1. Bjerrum L. (1963). "Discussion on: Proc., European Conf. on Soil Mechanics and Foundation Engineering, Vol. III." Publication No 98, Norwegian Geotechnical Institute, Oslo, Norway, 1-3.
2. Boone, S. J. (1996). "Ground-movement-related building damage." J. Geotech. Eng., 122(11), 886-896.
3. Boone, S. J., Westland, J., and Nusink, R. (1999). "Comparative evaluation of building response to an adjacent braced excavation." Can. Geotech. J., 36, 210-223.
4. Boscardin, M. D., and Cording, E. J. (1989). "Building response to excavation-induced settlement." J. Geotech. Eng., 115(1), 1-21.
5. Burland, J. B. (1995). "Assessment of risk of damage to buildings due to tunneling and excavation." Proc., 1st Int. Conf. on Earthquake Geotechnical Engineering, IS, Tokyo.
6. Burland, J. B., Broms, B. B., and de Mello, V. F. B. (1977). " Behavior of foundations and structures." Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, II, State of the Art Report, Tokyo, 495-546.
7. Burland, J. B., and Wroth, C. P. (1974). "Settlement behavior of buildings and associated damage." Proc., Conf. on Settlement of Structures, Pentech Press, London, 611-654.
8. Cording, E. J., Long, J. H., Son, M., and Laefer, D. F. (2001). "Modelling and analysis of excavation-induced building distortion and damage using a strain-based damage criterion." Proc., London Conf. for Responses of Buildings to Excavation-Induced Ground Movements in London, London.
9. Itasca Consulting Group, Inc. (2000). UDEC 3.1 theory and manual, Minn.
10. Laefer, D. F. (2001). "Prediction and assessment of ground movement and building damage induced by adjacent excavation." PhD thesis, Univ. of Illinois at Urbana-Champaign, Urbana, III.
11. National Coal Board (NCB). (1975). Subsidence engineers handbook, National Coal Board Production Dept., London.
12. O'Rourke, T. D., Cording, E. J., and Boscardin, M. (1976). "The ground movements related to braced excavation and their influence on adjacent buildings." Univ. of Illinois Rep. No. DOT-TST-76T-22, Prepared for U.S. Dept. of Transportation, Washington, D. C.
13. Polshin, D. E., and Tokar, R. A. (1957). "Maximum allowable nonuniform settlement of structures." Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, Butterworth, England, 402-405.
14. Rankin, W. J. (1988). "Ground movements resulting from urban tunnelling: Predictions and effects." Engineering geology of underground movements, F. G. Bell, M. G. Colshaw, J. C. Cripps, and M. A. Lovell, eds., Geological Society, London, 79-92.
15. Skempton, A. W., and MacDonald, D. H. (1956). "The allowable settlement of buildings." Proc. Inst. Civ. Eng., Struct. Build., 5, 727-784.
16. Son, M. (2003). "The response of buildings to excavation-induced ground movements." PhD thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.