Prediction of Frame Structure Damage Resulting from Deep Excavation
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 12
Abstract
Ground movements caused by deep excavations may potentially lead to building damages in urban cities where the majority of buildings are frame structures. A new damage chart, with two key parameters of the differential settlement and frame dimensions, has been proposed. The chart has been validated against published data, and field measurements have been obtained during the construction of mass rapid transit (North East Line) in Singapore. The proposed chart can be used as an alternative or a supplement to other similar charts. Although the measurement of the frame dimensions is straight forward, the accuracy of the chart highly depends on the predicted building settlement, which still remains a challenge.
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Acknowledgments
The first author acknowledges the research scholarship from Nanyang Technological University, Singapore. Both authors also acknowledge the help from Mr. Nick Shirlaw from Golder Associates (formerly Land Transport Authority) for data collected from the construction of the MRT NEL in Singapore.
References
Boone, S. J. (1996). “Ground movement related building damage.” J. Geotech. Eng. Div., 122(11), 886–896.
Boscardin, M. D. (1980). “Building response to excavation induced ground movements.” Ph.D. thesis, Univ. of Illinois–Urbana-Champaign, Champaign, IL.
Boscardin, M. D., and Cording, E. J. (1989). “Building response to excavation induced settlement.” J. Geotech. Eng. Div., 115(1), 1–21.
Brand, E. W., and Luang, N. (1975). “A long term foundation failure caused by dragdown on piles.” Proc., 4th Southeast Asian Conf. Soil Eng., Kuala Lumpur, Malaysia, Vol. 4, 15–24.
Burland, J. B., Broms, B. B., and de Mello, V. F. (1977). “Behavior of foundations and structures.” 9th Int. Conf. Soil Mech. Found. Eng., Springer, Tokyo, Vol. 2, 495–546.
Burland, J. B., and Wroth, C. P. (1974). “Settlement behavior of buildings and associated damage.” Proc., Conf. Settle. Struct., Cambridge Univ., Cambridge, U.K., 611–654.
Dowding, C. H., and McKenna, L. M. (2005). “Crack response to long-term environmental and blast vibration effects.” J. Geotech. Geoenviron. Eng., 131(9), 1151–1161.
Finno, R. J., and Bryson, L. S. (2002). “Response of building adjacent to stiff excavation support system in soft clay.” J. Perform. Constr. Facil., 16(1), 10–20.
Finno, R. J., Voss, F. T., Rossow, E., and Blackburn, J. T. (2005). “Evaluating damage potential in buildings affected by excavations.” J. Geotech. Geoenviron. Eng., 131(10), 1199–1210.
Fjeld, S. (1963). Settlement damage to a concrete-frame structure, Norwegian Geotechnical Institute, Oslo, Norway.
Gere, J. M., and Timoshenko, S. (1997). Mechanics of materials, 4th Ed., PWS Publication Company, Boston.
Leonard, G. A. (1975). “Discussion of “Differential Settlement of Buildings.” by Grant, R., Christian, J. T., and Vanmarcke, E. H.” J. Geotech. Eng. Div., 101(7), 700–702.
Polshin, D. E., and Tokar, R. A.(1957). “Maximum allowable non-uniform settlement of structures.” 4th Int. Conf. Soil Mech. Found. Eng., Vol. 1, 402.
Skempton, A. W., and MacDonald, D. H. (1956). “Allowable settlement of buildings.” Proc. Inst. Civ. Eng., 5(III), 727–768.
Son, M., and Cording, E. J. (2005). “Estimation of building damage due to excavation-induced ground movements.” J. Geotech. Geoenviron. Eng., 131(2), 162–177.
Son, M., and Cording, E. J. (2007). “Evaluation of building stiffness for building response analysis to excavation-induced ground movements.” J. Geotech. Geoenviron. Eng., 133(8), 995–1002.
Terzaghi, K., and Peck, R. (1948). Soil mechanics in engineering practice, Wiley, New York.
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© 2012 American Society of Civil Engineers.
History
Received: Jun 3, 2008
Accepted: Dec 6, 2011
Published online: Dec 8, 2011
Published in print: Dec 1, 2012
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