STUDY ON REINFORCEMENT OF TOPPLING ROCK MASS UNDER BRIDGE ABUTMENT
Nie Shanwen1，Xia Yueyi2，Zhao Haibin2，Zhong Jinyong2
(1 Highway Administration Bureau of Hunan Province，Changsha，410011 China) (2 Central-South Design and Research Institute for Hydroelectricity Projects，SPCC，Changsha，410014 China)
Abstract：The deformation and toppling failure of bedrock slope under bridge abutment are presented. The mechanism of deformation and failure of the slope is analysed，and the reinforcement scheme is designed according to the result of stability computing.
聂善文1 夏越谊2 赵海斌2 钟金涌2. 桥台倾倒变形基岩加固研究[J]. 岩石力学与工程学报, 2002, 21(S): 2185-2187.
Nie Shanwen1，Xia Yueyi2，Zhao Haibin2，Zhong Jinyong2. STUDY ON REINFORCEMENT OF TOPPLING ROCK MASS UNDER BRIDGE ABUTMENT. , 2002, 21(S): 2185-2187.
2002, Vol. 21 
