Mechanism for the rapid motion of the Qianjiangping landslide during reactivation by the first impoundment of the Three Gorges Dam reservoir, China

Author:

Wang Fawu,Zhang Yeming,Huo Zhitao,Peng Xuanming,Wang Shimei,Yamasaki Shintaro

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference16 articles.

1. Cao L, Luo XQ, Cheng SG (2007) Research on similar material of physical model for Qianjiangping landslide. Journal of China Three Gorges University (Natural Sciences Edition) 29(1):37–39 (in Chinese with English abstract)

2. Fukuoka H, Wang G, Sassa K, Wang FW, Matsumoto T (2004) Earthquake-induced rapid long-traveling flow phenomenon: May 2003 Tsukidate landslide in Japan. Landslides 1(2):151–155

3. Saito R, Sassa K, Fukuoka H (2007) Effects of shear rate on the internal friction angle of silica sand and bentonite mixture samples. Journal of the Japan Landslide Society 44(1):33–38 (in Japanese with English abstract)

4. Sassa K (1994) Development of a new cyclic loading ring-shear apparatus to study earthquake-induced-landslides. Report for Grain-in-Aid for Developmental Scientific Research by the Ministry of Education, Science and Culture, Japan (Project No. 03556021), 106 pp

5. Sassa K, Fukuoka H, Scarascia-Mugnozza G, Evans S (1996) Earthquake-induced landslides; distribution, motion and mechanisms. Special Issue of Soils and Foundations JAN:53–64

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