TECHNICAL PAPERS
Oct 1, 2007

Settlement of Mine Spoil Fill from Water Infiltration: Case Study in Eastern Kentucky

Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 5

Abstract

Mine spoil valley fills are a by-product of mountaintop removal mining in the Appalachian coal mining region of the United States. These fills often result in large expanses of relatively flat land covering thousands of acres, which can be used for commercial or industrial development. However, this material is susceptible to damaging settlement, and highly publicized failures of structures built on mine spoil fills have led to reluctance on the part of investors to develop these areas. A key settlement mechanism in mine spoil is water infiltration. Percolating water slakes the shaly, angular spoil material at interparticle stress points, leading to excessive deformation and settlement. A lumber processing facility in Hazard, Ky., is an example of a structure that sustained serious damage as a result of settlement caused by water infiltration. A forensic site investigation of the facility revealed that excavation of existing surface mine spoil beneath the building footprint removed the low-permeability crust that forms on the top of mature mine spoil fill deposits. The removal of the crust allowed the infiltration of surface water. This, coupled with the unique configuration of the storm water drainage system at the facility and surface water drainage toward the building, led to differential settlement up to 1:120 (vertical:horizontal) and angular distortion up to 1:150 over a period of several months. Foundation underpinning was performed to remedy the situation. For future development on mine spoil sites, recommended mitigating measures include presaturation of the mine spoil, design of drainage systems to adequately convey surface water away from the building, and use of geosynthetic barrier layers to prevent infiltration of surface water into the mine spoil beneath the structure.

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Acknowledgments

The writers would like to express their gratitude to Mr. Russell Casey with the Kentucky Cabinet for Economic Development and Mr. Hugh Laydon, formerly with the Kentucky Cabinet for Economic Development, for their support and cooperation on this project. They would also like to thank Mr. Craig Lee, P.E., of Qore Property Sciences.

References

Bjerrum, L. (1963). “Allowable settlement of structures.” Proc., European Conf. on Soil Mechanics and Foundation Engineering, Vol. III, Wiesbaden, Germany, 135–137.
Caruccio, F. T., Geidel, G., and Williams, R. (1984). “Induced alkaline recharge zones to mitigate acidic seeps.” Proc., 1984 Symp. of Surface Mining, Hydrology Sedimentology, and Reclamation, Lexington, Ky., 43–47.
Hankins, P. G. (1984). “Predictive settlement analysis of mine spoil at an Alberta open pit coal mine.” Master's thesis, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alta., Canada.
Karem, W. A. (2005). “Development of a predictive model to evaluate mine spoil fills for industrial development.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, Ky.
Kentucky Cabinet for Economic Development. (2005). “Coalfields regional industrial park community map.” ⟨www. thinkkentucky.com/edis/sites/SiteProfil.aspx?SiteID=193-001⟩ (July 19, 2007).
Krebs, R. D., and Zipper, C. E. (1997). “Foundation for housing on reclaimed land mined lands.” Publication No. 460-115, Virginia Cooperative Extension, Blacksburg, Va.
Wade, N. H., Peterson, T. W. P. (1993). “Collapse and consolidation settlement in mine spoil due to saturation and preloading.” Proc., 46th Annual Canadian Geotechnical Conf., 185–192.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 21Issue 5October 2007
Pages: 345 - 350

History

Received: Feb 14, 2006
Accepted: Mar 28, 2006
Published online: Oct 1, 2007
Published in print: Oct 2007

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Authors

Affiliations

Wayne. A. Karem, Ph.D.
P.E.
Adjunct Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506; and Executive Vice President, QORE Property Sciences, Lexington, KY 40506.
Michael E. Kalinski, Ph.D.
P.E.
Associate Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506.
Donn E. Hancher, Ph.D.
P.E.
Professor of Civil Engineering and Assistant Dean of Engineering, Univ. of Kentucky, Lexington, KY 40506.

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