Yielding Pressure of Spread Footing above Multiple Voids
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 12
Abstract
The effect of multiple voids on the yielding pressure of strip footing was numerically investigated by a two-dimensional plane strain finite-element method analysis. The results indicated that the failure zone developed mainly towards the nearest void from the footing and did not generally extend to the other voids, and the failure zone was narrower and smaller than that of the no-void ground, resulting in smaller yielding pressure. A practical calculation formula was developed for estimating the yielding pressure of strip footing above multiple voids.
Get full access to this article
View all available purchase options and get full access to this article.
References
Al-Tabbaa, A., Lisa, R., and Michael, O. R. (1989). “Model tests of footings above shallow caverns.” Mater. Sci. Monogr., Institution of Civil Engineers, 22(7), 39–42.
Azam, G., Jao, M., and Wang, M. C. (1997). “Cavern effect on stability of strip footing in two-layer soils.” J. Geotech. Geoenviron. Eng., 28(2), 151–164.
Badie, A., and Wang, M. C. (1984). “Stability of spread footing above void in clay.” J. Geotech. Engrg., 110(11), 1591–1605.
Baus, R. L., and Wang, M. C. (1983). “Bearing capacity of strip footing above void.” J. Geotech. Engrg., 109(1), 1–14.
Japan Road Association. (2002). The specifications for highway bridges, Part IV Foundations, Maruzen, Tokyo, 107–541.
Japan Society of Civil Engineers. (1989). Handbook of civil engineering I, 4th Ed., Gihodo Shuppan, Tokyo, 395–425.
Japanese Geotechnical Society. (2004). Japanese standards for geotechnical and geoenvironmental investigation methods—Standards and explanations, Vol. 8, Maruzen, Tokyo, 493–556.
Plaxis, B. V. (1998). “PLAXIS professional version 7.2.” Geotechnical finite element code for soil and rock analyses (CD-ROM), Delft, The Netherlands.
Taylor, W. D. (1963). Fundamentals of soil mechanics, 6th Ed., Chap. 19, Wiley, New York, 566–569.
Terzaghi, K., and Peck, B. R. (1967). Soil mechanics in engineering practice, Chap. IV, Wiley, New York, 217–225.
Uehara, H., Shinjo, T., Sunagawa, T., and Yoshizawa, M. (1988). “Soil and constructing performances on Okinawa Islands.” Tsuchi-to-Kiso, 52(11).
Wang, M. C., and Badie, A. (1985). “Effect of underground void on foundation stability.” J. Geotech. Engrg., 111(8), 1008–1019.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Oct 19, 2005
Accepted: Feb 17, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007
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.