Shear Resistance of Sands under Undrained Condition and Potential for Rapid Flow Phenomena by Means of Ring Shear Tests
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概要
- 論文の詳細を見る
- 京都大学防災研究所の論文
- 2002-04-01
著者
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Sassa K
Kyoto Univ.
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OKADA Yasuhiko
Graduate Student, Kyoto University
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FUKUOKA Hiroshi
Disaster Prevention Research Institute, Kyoto University
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Fukuoka H
Kyoto Univ.
関連論文
- Shear Resistance of Sands under Undrained Condition and Potential for Rapid Flow Phenomena by Means of Ring Shear Tests
- Liquefaction and the Steady State of Weathered Granitic Sands Obtained by Undrained Ring Shear Tests : A fundamental Study of the Mechanism of Liquidized Landslides
- Fluidization Behavior of Sands Based on Ring Shear Tests-Effects of Grain Size and Fine‐Particle Content-
- Experimental Study on the Shearing Behavior of Saturated Sandy Silts Based on Ring Shear Tests
- A Modified Geotechnical Simulation model for the Areal Prediction of Landslide Motion
- Ring-Shear Tests on Sliding Surface Liquefaction Behavior of Sandy Soils
- Distribution of Landslides Triggered by the 1995 Hyogo-ken Nanbu Earthquake and Long Runout Mechanism of the Takarazuka Golf Course Landslide