Chapter
Apr 26, 2012
Back-Analysis of Preexisting Landslides
Authors: Manzoor Hussain [email protected] and Timothy D. Stark [email protected]Author Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
Drained residual shear strength is applicable to slopes containing preexisting shear surfaces and preexisting landslides. Laboratory ring shear testing by various researchers suggest the possibility of strength gain along preexisting shear surfaces which had previously obtained a residual strength condition. This paper presents back-analysis of two case histories that were used to suggest strength recovery to confirm test results developed herein and explain how the recovered strength may be useful in understanding slope behavior during the rest period and movement reactivation. These back-analyses are important to determine whether or not strength gain occurs and the practical significance, if any, of the strength gain in design of the remedial measures.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Case studies
- Engineering fundamentals
- Failure analysis
- Geohazards
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Landslides
- Material mechanics
- Material properties
- Materials engineering
- Methodology (by type)
- Research methods (by type)
- Residual strength
- Shear strength
- Shear tests
- Slopes
- Strength of materials
- Tests (by type)
Authors
Affiliations
Associate Professor, College of Civil Engineering Risalpur, National University of Sciences and Technology (NUST), Islamabad, Pakistan.E-mail: [email protected]
F.ASCE
Professor, Dept. of Civil and Environmental Engineering, University of Illinois, 205 N. Mathews Ave., Urbana, IL 61801-2352.E-mail: [email protected]
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