Quick
Search: 
 
advanced search
 GSW Home    GeoRef Home    My GSW Alerts    Contact GSW    About GSW    Journals List    Help 
  Environmental and Engineering Geoscience   GSW 2008 Users' Group Meeting
JOURNAL HOME HELP CONTACT PUBLISHER SUBSCRIBE ARCHIVE SEARCH TABLE OF CONTENTS

Environmental and Engineering Geoscience; February 2004; v. 10; no. 1; p. 27-43; DOI: 10.2113/10.1.27
© 2004 Association of Engineering Geologists
This Article
Right arrow Figures Only
Right arrow Full Text
Right arrow Full Text (PDF)
Right arrow An erratum has been published
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 ISI Web of Science (3)
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by HANEBERG, W. C.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation

A Rational Probabilistic Method for Spatially Distributed Landslide Hazard Assessment

WILLIAM C. HANEBERG1

1 Haneberg Geoscience, 10208 39th Avenue SW, Seattle, WA 98146

First-order, second-moment (FOSM) approximations of limit equilibrium slope stability equations can be combined with digital elevation models to perform spatially distributed probabilistic landslide hazard analyses. This is most easily accomplished using the infinite slope idealization, which is the basis of many published reconnaissance-level slope stability assessments. Comparisons of FOSM and Monte Carlo results show that FOSM approximations yield accurate results when input distributions are symmetric, or nearly symmetric, probability density functions. Contrary to the assumptions of previous authors, however, the Monte Carlo results suggest that factors of safety may be better represented by log-normal distributions than by normal distributions. A 3- x 2-km area near Wheeling, West Virginia, covered by a pre-existing landslide hazard map was used to illustrate the application of the spatially distributed FOSM approach. This area was chosen specifically because it includes active translational landslides as well as several map units that likely violate the infinite slope idealization to one degree or another: large dormant landslides, actively moving cove landforms, and areas deemed susceptible to sliding by virtue of underlying bedrock lithology. Using a 50 percent probability of sliding threshold to delineate unstable areas, the FOSM model predicted 74 percent of the mapped active landslide area to be unstable and 77 percent of the area without mapped slope hazards to be stable (both on a raster-by-raster basis). The overall degree of correspondence for all hazard map units was 54 percent if dormant landslides were considered to be unstable and 65 percent if considered to be stable. The degree of correspondence varies as a function of the threshold probability but is similar to values reported for pairs of landslide inventory maps prepared by different geologists.

Key Words: Geologic Hazards • Landslides • Probabilistic • Computer Applications • West Virginia







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