TECHNICAL PAPERS
Nov 1, 1996

Effects of Ground Subsidence on a House

This article has a reply.
VIEW THE REPLY
Publication: Journal of Performance of Constructed Facilities
Volume 10, Issue 4

Abstract

A one-story ranch house was monitored as it underwent static ground subsidence from longwall coal mining. The unreinforced crawl space foundation failed early in the subsidence event. The foundation was not flexible enough to conform to the ground movements, and not stiff and strong enough to ride out the movements. Minimal superstructure damage occurred, although there were serviceability problems, such as stuck doors. Current construction practice may perform much better if the foundation and superstructure were detailed to perform compositely. This could provide the necessary strength and stiffness, preventing both structural failure and serviceability problems.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bennett, R. M., Drumm, E. C., and Johnson, D. C. (1992). “Behavior of linear foundations subjected to longwall subsidence.”Proc., 3rd Int. Workshop on Surface Subsidence due to Underground Mining, Univ. of W. Virginia, Morgantown, W.Va., 121–128.
2.
Bjerrum, L. (1963). “Allowable settlement of structures.”Proc., Euro. Conf. on Soil Mech. and Found. Engrg., 135–137.
3.
Geddes, J. D. (1977). “The effect of horizontal ground movements on structures.”Proc., Conf. on Large Ground Movements and Struct., Halstead Press, New York, N.Y., 623–646.
4.
Lawrence, T. S. (1992). “Soil testing and numerical modeling of a subsidence event,” MS thesis, The Univ. of Tennessee, Knoxville, Tenn.
5.
Lin, G. (1993). “Structural damage mechanisms associated with differential ground movements,” PhD dissertation, The Univ. of Tennessee, Knoxville, Tenn.
6.
Lin, G., Drumm, E. C., Bennett, R. M., Powell, L., and Triplett, T. (1994). “Soil-structure interaction during mining induced ground movements.”Vertical and horizontal deformations of foundations and embankments, ASCE, New York, N.Y., Geotech. Spec. Publ. 40, 786–797.
7.
Marino, G. G. (1985). “Subsidence damaged homes over room and pillar mines in Illinois,” PhD dissertation, Univ. of Illinois, Urbana-Champaign, Ill.
8.
Peng, S. S., and Chiang, H. S. (1984). Longwall mining . John Wiley & Sons, Inc., New York, N.Y.
9.
Powell, L. R., Triplett, T. L., and Yarbrough, R. E. (1988). “Foundation response to high extraction mining in southern Illinois.”Rep. of Investigation No. 9187, U.S. Bureau of Mines, Twin Cities Res. Ctr., Minneapolis, Minn.
10.
Wahls, H. E. (1994). “Tolerable deformations.”Vertical and horizontal deformations of foundations and embankments, ASCE, New York, N.Y., Geotech. Spec. Publ. 40, 1611–1628.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 10Issue 4November 1996
Pages: 152 - 158

History

Published online: Nov 1, 1996
Published in print: Nov 1996

Permissions

Request permissions for this article.

Authors

Affiliations

R. M. Bennett
Prof., Dept. of Civ. and Envir. Engrg., The Univ. of Tennessee, Knoxville, TN.
E. C. Drumm
Prof., Dept. of Civ. and Envir. Engrg., The Univ. of Tennessee, Knoxville, TN.
G. Lin
Geotech. Engr., S&ME, Inc., 905 E. 69th St., Savannah, GA 31405.
T. Triplett
Grad. Student, Dept. of Civ. and Envir. Engrg., Univ. of Tennessee, Knoxville, TN 37996-2010; formerly, Civ. Engr., U.S. Bureau of Mines, Twin Cities Res. Ctr., Minneapolis, MN 55417.
L. Powell
Geologist, U.S. Bureau of Reclamation, Minneapolis, MN 55417; formerly, Geologist., U.S. Bureau of Mines, Twin Cities Res. Ctr., Minneapolis, MN.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share