Chapter
Jun 20, 2012
Energy-Based Evaluation of Earthquake-Induced Slope Failure and Its Application
Authors: Takaji Kokusho [email protected] and Tomohiro Ishizawa [email protected]Author Affiliations
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
Slope failures during the 2004 Niigata-ken Chuetsu earthquake and their mechanisms are discussed herein. Slopes are composed of weak sedimented rock of alternating layers of strongly weathered sand stones and mud stones. Bedding planes had a strong effect on the failure mechanisms. An energy approach for run-out distance of failed soil mass in view of earthquake energy, together with potential energy, is applied to representative slope failures during the earthquake. It is found that the equivalent friction coefficient back-calculated by the energy approach is strongly dependent on the initial slope inclination. However, the absolute value of the former is smaller than the latter, indicating the failed soil mass initially accelerated.
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© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Deterioration
- Earthquakes
- Engineering fundamentals
- Engineering materials (by type)
- Failure analysis
- Geohazards
- Geology
- Geomechanics
- Geotechnical engineering
- Materials characterization
- Materials engineering
- River engineering
- Rocks
- Sandy soils
- Sediment
- Slopes
- Soil mechanics
- Soils (by type)
- Stones
- Water and water resources
- Weathering
Authors
Affiliations
Professor, Civil Engineering Department, Faculty of Science and Engineering, Chuo University, 1-13-27 Kasuga, Bunkyo-ku, Tokyo, 112-8551, Japan. E-mail: [email protected]
Assistant Professor, Civil Engineering Department, Faculty of Science and Engineering, Chuo University, 1-13-27 Kasuga, Bunkyo-ku, Tokyo, 112-8551, Japan. E-mail: [email protected]
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