Building Response to Excavation‐Induced Settlement
Publication: Journal of Geotechnical Engineering
Volume 115, Issue 1
Abstract
Analytic models and field data are used to develop procedures to evaluate the tolerance of brick‐bearing‐wall and small frame structures to the ground displacements that develop during opencutting and tunneling. The role of horizontal and vertical ground displacements are discussed and the effects of grade beams, building orientation and building location relative to excavation are examined. Case studies of structures adjacent to opencuts and tunnels are used to verify procedures for estimating potential for structures adjacent to excavations to sustain damage.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Attewell, P. B. (1977a). “Ground movements caused by tunnelling in soil.” Proc., Conf. on Large Ground Movements and Structures, Halstead Press, New York, N.Y., 812–948.
2.
Attewell, P. B. (1977b). “Large ground movements and structural damage caused by tunnelling below the water table in a silty alluvial clay.” Proc., Conf. on Large Ground Movements and Structures, Halstead Press, New York, N.Y., 307–356.
3.
Bjerrum, L. (1963). “Discussion session IV.” Proc., European Conf. on Soil Mech. and Found. Engr., Wiesbaden, Germany, II, 135–137.
4.
Boscardin, M. D. (1980). “Building response to excavation‐induced ground movements.” Thesis presented to the University of Illinois, at Urbana‐Champaign, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Boscardin, M., and O'Rourke, T. D. (1977). “Building response to ground movements caused by an 18‐meter‐deep excavation.” Proc., Conf. on Large Ground Movements and Structures, Halstead Press, New York, N.Y., 162–183.
6.
Boscardin, M. D., Cording, E. J., and O'Rourke, T. D. (1978). Case studies of building behavior in response to adjacent excavation. Final Report prepared by the University of Illinois at Urbana‐Champaign for the U.S. Dept. of Transportation, Report No. UMTA‐IL‐06‐0043‐78‐2.
7.
Brauner, G. (1974). Subsidence due to mining: 1. Theory and practices in predicting surface deformation; 2. Ground movements and mining damage. U.S. Dept. of the Interior, Bureau of Mines.
8.
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, England, 329–336.
9.
Burland, J. B., and Wroth, C. P. (1974). “Settlement of buildings and associated damage.” Proc., Conf. on Settlement of Structures, Pentech Press, London, England, 611–654.
10.
Burland, J. B., and Broms, B. B., and de Mello, V. F. B. (1977). “Behavior of foundations and structures.” State‐of‐the‐Art Report. Proc., 9th Int'l. Conf. on Soil Mech. and Found. Engr., II, Tokyo, Japan, 495–546.
11.
Geddes, J. D. (1977). “The effect of horizontal ground movements on structures.” Proc., Conf. on Large Ground Movements and Structures, Halstead Press, New York, N.Y., 623–646.
12.
Geddes, J. D. (1977). “Construction in areas of large ground movements.” State‐of‐the‐Art Report, Proc., Conf. on Large Ground Movements and Structures, Halstead Press, New York, N.Y., 949–974.
13.
Jennings, J. E., and Kerrich, J. E. (1962). “The heaving of buildings and the associated economic consequences, with particular reference to the Orange Free State goldfields,” The Civ. Engr. in South Africa, 5(5), 122.
14.
Littlejohn, G. S. (1974). “Observations of brick walls subjected to mining subsidence.” Proc., Conf. on Settlement of Structures, Pentech Press, London, England, 384–393.
15.
MacLeod, I. A., and Littlejohn, G. S. (1974). “Discussion of session 5.” Proc., Conf. on Settlement of Structures, Pentech Press, London, England, 792–795.
16.
Mahr, J. W., and Marino, G. G. (1981). “Building response and mitigation measure for building damages in Illinois.” Proc. Workshop on Surface Subsidence Due to Underground Mining, West Virginia Univ., 238–252.
17.
Marino, G. G. (1985). “Subsidence damaged homes over room and pillar mines in Illinois.” Thesis presented to the University of Illinois, at Urbana‐Champaign, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
18.
Meyerhof, G. G. (1953). “Some recent foundation research and its application to design.” Struct. Engr., 31, 151–167.
19.
Meyerhof, G. G. (1956). Discussion of “The allowable settlements of buildings,” by A. W. Skempton and D. H. MacDonald,” Proc., Inst. Civ. Engrs. Part II, 5, 774.
20.
Milligan, G. W. E. (1974). “The behavior of rigid and flexible retaining walls in sand.” Thesis presented to Cambridge University, Cambridge, England, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
21.
National Coal Board (1975). Subsidence engineers handbook. National Coal Board Production Dept., London, England.
22.
O'Rourke, T. D., Cording, E. J., and Boscardin, M. (1976). The ground movements related to braced excavation and their influence on adjacent structures. University of Illinois Report for U.S. Dept. of Transportation, Report No. DOT‐TST‐76T‐22.
23.
Polshin, D. E., and Tokar, R. A. (1957). “Maximum allowable non‐uniform settlement of structures.” Proc., 4th Int'l. Conf. on Soil Mech. and Found. Engr., 1, London, England, 402–405.
24.
Skempton, A. W., and MacDonald, D. H. (1956). “The allowable settlement of buildings.” Proc., Inst. of Civ. Engrs., Part III, 5, 727–784.
25.
Timoshenko, S. (1957). Strength of Materials—Part 1, D. Van Nostrand Co. Inc., London, England.
27.
Wahls, H. E. (1981). “Tolerable settlement of buildings.” J. Geotech. Engrg., ASCE, 107(11), 1489–1504.
Information & Authors
Information
Published In
Copyright
Copyright © 1989 ASCE.
History
Published online: Jan 1, 1989
Published in print: Jan 1989
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.