DISASTER ANALYSIS ON SHILIUSHUBAO LANDSLIDE MASS IN THE HUANGLASHI LANDSLIDE GROUP IN THREEGORGES OF YANGTZE RIVER
Yang Xuetang 1，2，Zhang Yongxing1
(1 Institute of Civil Engineering，Chongqing University，Chongqing 400045 China) (2 Institute of Civil Engineering，Three Gorges University，Yichang 443002 China)
Abstract：The sliding velocity，sliding distance and the wave due to landslides are calculated for Shiliushubao landslide mass of the Huanglashi landslides group in Three Gorges of Yangtze River. And analyses are made on the calamity of blocking on Yangtze River and the calamity to the circumstance of the towns along the river and the security of Three Gorges Dam during its construction and operating. Based on the analyses，it is believed that the landslides may block shipping way when the water level is low. The wave would not influence seriously the Three Gorges Dam，while landslide will harm the Badong and Guandu County.
杨学堂1，2 张永兴1. 长江三峡黄腊石滑坡群石榴树包滑坡灾害性分析[J]. 岩石力学与工程学报, 2002, 21(05): 688-692.
Yang Xuetang 1，2，Zhang Yongxing1. DISASTER ANALYSIS ON SHILIUSHUBAO LANDSLIDE MASS IN THE HUANGLASHI LANDSLIDE GROUP IN THREEGORGES OF YANGTZE RIVER. , 2002, 21(05): 688-692.
2002, Vol. 21 
