Responses of Buildings with Different Structural Types to Excavation-Induced Ground Settlements
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 4
Abstract
This paper compares the responses of buildings with different structural types on shallow foundations subjected to excavation-induced ground settlements and provides a better understanding of the complex soil-structure interaction in building response. Investigated structures include brick-bearing structures, open-frame structures, and brick-infilled frame structures. These structures are often encountered near a construction area, and the different structures may show very different behaviors to excavation-induced ground settlements. In this research, numerical studies were carried out to evaluate the responses of single brick-bearing walls and frame structures (both open and brick infilled) subjected to an identical progressive ground settlement and to provide key features of building responses in different soil conditions, structure conditions, and structural types. Each structure, which is four stories high, was modeled numerically with two different soil conditions, and the response was compared among other types of structures and between elastic and crackable conditions for the brick-bearing and brick-infilled frame structures. Comparison of building responses was investigated by using distortions and crack damages induced to the structures by excavation-induced ground settlements. The structures were modeled by using the two-dimensional (2D) universal distinct element code (UDEC 3.1) in which each brick unit was modeled as a separate unit, with the contacts between brick units having stiffness and strength characteristics of mortar. The numerical studies indicated that the structural response to excavation-induced ground settlements is highly dependent on structural type, cracking in a structure, and soil condition; therefore, their effects should be considered to better assess building response to excavation-induced ground settlements.
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Acknowledgments
This study was funded by Daegu University in Korea, the support of which is gratefully acknowledged.
References
Atkinson, R. H., Amadei, B. P., Saeb, S., and Sture, S. (1989). “Reponse of masonry bed joints in direct shear.” J. Struct. Eng., 115(9), 2276–2296.
Attewell, P. B. (1978). “Large ground movements and structural damage caused by tunneling below the water table in a silty alluvial clay.” Proc., Conf. on Large Ground Movements and Structures, Cardiff, July 1977, James D. Geddes, ed., Pentech Press, London, 307–355.
Beranek, W. J. (1987). “The prediction of damage to masonry buildings caused by subsoil settlements.” Heron, 32(4), 55–93.
Boone, S. J., Westland, J., and Nusink, R. (1999). “Comparative evaluation of building responses to an adjacent braced excavation.” Can. Geotech. J., 36, 210–223.
Boscardin, M. D., and Cording, E. J. (1989). “Building response to excavation-induced settlement.” J. Geotech. Geoenviron. Eng., 115(1), 1–21.
Breth, H., and Chambosse, G. (1974). “Settlement behavior of buildings above subway tunnels in Frankfurt clay.” Proc., Conf. on Settlement of Structures, Pentech Press, London, 329–336.
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, K. Ishihara, ed., A.A. Balkema, Rotterdam, the Netherlands, 1189–1201.
Clough, G. W., and O’Rourke, T. D. (1990). “Construction induced movements of in situ walls.” Geotechnical Special Publication No. 25, ASCE, Reston, VA, 439–470.
Finno, R. J., Voss, F. T., Jr., Rossow, E., and Blackburn, J. T. (2005). “Evaluating damage potential in buildings affected by excavation.” J. Geotech. Geoenviron. Eng., 131(10), 1199–1210.
Laefer, D. F. (2001). “Prediction and assessment of ground movement and building damage induced by adjacent excavation.” Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
Meyerhof, G. G. (1956). “Discussion on paper by A. W. Skempton and D. H. MacDonald ‘The allowable settlement of buildings.’” Proc., Inst. Civ. Eng., Part 2, 5, 774–775.
Peck, R. B. (1969). “Deep excavations and tunneling in soft ground.” Proc., 7th Int. Conf. on Soil Mechanics and Foundations Engineering, State-of-the-Art Volume, 225–290.
Schuster, M., Kung, G. T. C., Juang, C. H., and Hashash, Y. M. A. (2009). “Simplified model for evaluating damage potential of buildings adjacent to a braced excavation.” J. Geotech. Geoenviron. Eng., 135(12), 1823–1835.
Smith, B. S. (1962). “Lateral stiffness of infilled frames.” J. Struct. Div., 88(6), 183–199.
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.
UDEC 3.1 [Computer software]. Itasca Consulting Group, Minneapolis, MN.
Wood, R. H. (1978). “Plasticity, composite action and collapse design of unreinforced shear wall panels in frame.” Proc., Inst. Civ. Eng., Struct. Build., 65, 381–411.
Yorulmaz, M., and Sozen, M. A. (1968). “Behavior of single-story reinforced concrete frames with filler walls.” Structural Research Series No. 337, Civil Engineering Studies, Univ. of Illinois at Urbana-Champaign, Urbana, IL.
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© 2011 American Society of Civil Engineers.
History
Received: Nov 1, 2009
Accepted: Sep 22, 2010
Published online: Sep 24, 2010
Published in print: Apr 1, 2011
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