PHYSICAL MODELING ON STABILITY AGAINST SLIDING FOR LEFT POWERHOUSE DAM OF THE THREE GORGES PROJECT
Liu Jian1， Feng Xiating1， Zhang Jie 2， Yue Dengming 2
(1 Key Laboratory of Rock and Soil Mehcanics，Institute of Rock and Soil Mechanics， The Chinese Academy of Sciences， Wuhan 430071 China) (2Yangtze River Scientific Research Institute， Wuhan 430010 China)
Abstract：Based on the geological simplification of the left powerhouse dam foundation of the Three Gorges Project，physical modeling on stability against sliding for this dam was performed. As a result，the safety factor and failure mechanism of a typical dam section are analysed. The reinforcement measure for the dam foundation is discussed. The presented research results provide a significant reference for safety evaluation and design of this dam.
刘 建 冯夏庭 张 杰 岳登明. 三峡工程左岸厂房坝段深层抗滑稳定的物理模拟[J]. 岩石力学与工程学报, 2002, 21(07): 993-998.
Liu Jian1， Feng Xiating1， Zhang Jie 2， Yue Dengming 2. PHYSICAL MODELING ON STABILITY AGAINST SLIDING FOR LEFT POWERHOUSE DAM OF THE THREE GORGES PROJECT. , 2002, 21(07): 993-998.
2002, Vol. 21 
