Quick
Search: 
 
advanced search
 GSW Home    GeoRef Home    My GSW Alerts    Contact GSW    About GSW    Journals List    Help 
  Environmental and Engineering Geoscience   Don't get GSW? Talk to your librarian.
JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS

Environmental and Engineering Geoscience; August 2006; v. 12; no. 3; p. 203-210; DOI: 10.2113/gseegeosci.12.3.203
© 2006 Association of Engineering Geologists
This Article
Right arrow Figures Only
Right arrow Full Text
Right arrow Full Text (PDF)
Right arrow Submit a response
Right arrow Alert me when this article is cited
Right arrow Alert me when eLetters are posted
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Similar articles in ISI Web of Science
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow reprints & permissions
Citing Articles
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by PROCHASKA, A. B.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation

Sinkhole Stabilization Design by Engineered Graded Filters

ADAM B. PROCHASKA1

1 Department of Geology and Geological Engineering, Colorado School of Mines, Golden, CO 80401. Adam Prochaska was born and raised on a family dairy farm near Black River Falls, Wisconsin. He received his BSCE from the University of Wisconsin–Platteville in 2002. In 2004 he obtained a MSCE with a geotechnical emphasis from Purdue University. Adam is currently pursuing a Ph.D. from Colorado School of Mines, where he is researching debris flow mitigation design aspects. He is also currently employed by RJH Consultants, Inc., a geotechnical and water resources engineering firm. This paper was originally researched and written for an advanced engineering design course at Colorado School of Mines

With increasing urban sprawl, developments are often forced to be located in areas that are geologically unfavorable. In karstic regions, these unfavorable areas would include locations that are susceptible to sinkholes. This paper provides a simple design procedure for one of the available sinkhole stabilization methods: a granular filter, a concrete slab with a filtered drain, and a rock drain to bridge across bedrock fissures. A hypothetical yet realistic example problem is worked through to illustrate the design process. Although a general sinkhole stabilization process has been outlined in this paper, each sinkhole is geologically unique and must be analyzed on an individual basis.

Key Words: Karst • Sinkhole • Graded Filter







JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS
Copyright © 2008 by Association of Engineering Geologists