Modeling Soil/Structure Interaction for Masonry Structures
Publication: Journal of Structural Engineering
Volume 130, Issue 4
Abstract
A soil/structure interaction model for the simulation of the structural response, including wall cracking, of lightweight masonry structures to expansive soil movements is described. The simulation of swell and shrink in expansive soils due to changes in soil suction is discussed. The model is capable of reproducing the essential features of the structural response observed in full scale experiments. Simple modeling assumptions and the use of static condensation of the global stiffness equations allow fast solution speeds to be achieved. The soil/structure interaction model is thus suitable for use in sensitivity studies and probabilistic analyses of masonry walls with a wide range of possible structural geometries and crack locations. The model has potential applications for studying the behavior of one or two story structures of masonry veneer, full brick/block, or cavity construction, particularly in a probabilistic framework. Although designed specifically for the simulation of expansive soil movements, the effects of various other sources of foundation deformation such as differential settlement and mine subsidence can also be studied.
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References
Anthoine, A.(1997). “Homogenization of periodic masonry: plane stress, generalized plane strain or 3D modelling?” Commun. Numer. Methods Eng., 13, 319–326.
Cook, R. D., Malkus, D. S., and Plesha, M. E. (1989). Concepts and applications of finite element analysis, 3rd Ed., Wiley, Toronto.
Cundall, P. A. (1971). “A computer model for simulating progressive, large-scale movements in blocky rock systems.” Proc., Int. Symp. on Rock Fracture, Nancy, France, II-8, 1971.
Kaggwa, W. S., and Morgan, P. J. (1995). “Numerical modelling of loaded foundations undergoing soil swelling and shrinkage.” Proc., Mine Subsidence Technological Society 3rd Triennial Conf., February, Buildings and structures subject to ground movement, 43–52.
Masia, M. J. (2000). “Serviceability design for masonry structures subjected to foundation movements.” PhD thesis, Department of Civil, Surveying and Environmental Engineering, The University of Newcastle, Australia.
Masia, M. J., Totoev, Y. Z., and Kleeman, P. W. (1999). “Modelling reactive soil movements for the study of cracking in masonry structures.” Proc., 16th Australasian Conference on the Mechanics of Structures and Materials, Sydney, Australia, December 8–10, 685–690.
Masia, M. J., Melchers R. E., and Kleeman, P. W. (2000). “A probabilistic model for the prediction of cracking in masonry structures.” Proc., 12th Int. Brick/Block Masonry Conf., Madrid, Spain, June 25–28, 1209–1220.
Muniruzzaman, A. R. M. (1997). “A study of the serviceability behavior of masonry.” PhD thesis, Department of Civil, Surveying and Environmental Engineering, The University of Newcastle, Australia.
Muniruzzaman, A. R. M., Page, A. W., and Kleeman, P. W. (1996). “Serviceability behavior of masonry walls—a three dimensional study.” Proc., 7th North American Masonry Conference, University of Notre Dame, South Bend, Ind., June 2–5, 348–359.
Page, A. W., Kleeman, P. W., and Bryant, I. (1994). “The effects of foundation hogging and sagging on masonry walls.” Proc., Australasian Structural Engineering Conf., Sydney, September 21–23, 665–671.
Saliba, J. E., Al-Akkad, R. S., and Sawaya, G. E. (1996). “Use of finite elements in masonry structures.” Masonry Soc. J. December, 9–16.
Standards Association of Australia, Australian Standard AS2870-1996. Residential slabs and footings—construction.
Stavroulakis, G. E.(1990). “On the static behavior of cracked masonry walls.” Eur. J. Mech. A/Solids, 9(4), 341–358.
Totoev, Y. Z., and Kleeman, P. W.(1998). “An infiltration model to predict suction changes in the soil profile.” Water Resour. Res., 34(7), 1617–1622.
Walsh, P., and Cameron, D. (1997). SAA HB28-1997 The design of residential slabs and footings, Standards Association of Australia.
Wray, W. K. (1998). “Mass transfer in unsaturated soils: A review of theory and practices.” Proc., 2nd Int. Conf. on Unsaturated Soil, Beijing, 99–155.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Sep 13, 2001
Accepted: Oct 28, 2003
Published online: Mar 15, 2004
Published in print: Apr 2004
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