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贵州北盘江大桥高边坡特征及其工程效应研究
引用本文:赵超,樊敬亮,孟娟.贵州北盘江大桥高边坡特征及其工程效应研究[J].地质学刊,2009,33(3):245-250.
作者姓名:赵超  樊敬亮  孟娟
作者单位:江苏省有色金属华东地质勘查局,江苏,南京,210007 
摘    要:高山峡谷地区的北盘江大桥两岸高边坡,表部风化卸荷严重。因此,对其稳定性及危害程度进行准确评价显得尤为重要。首先,对两岸边坡的结构类型、结构面与坡面的组合、岩体风化及物理力学性质等特征进行了研究;然后,对两岸边坡的岩体进行了质量分级;在岩体质量分级的基础上,利用FLAC3D数值模拟软件,对两岸边坡在自重、大桥荷载和地震作用下引起的工程效应进行了综合评价。

关 键 词:北盘江大桥  高边坡  岩体质量  FLAC3D  工程效应  贵州北盘江

Studies on high slope characteristics and engineering effect of Beipanjiang Bridge in Guizhou
ZHAO Chao,FAN Jing-liang,MENG Juan.Studies on high slope characteristics and engineering effect of Beipanjiang Bridge in Guizhou[J].Jiangsu Geology,2009,33(3):245-250.
Authors:ZHAO Chao  FAN Jing-liang  MENG Juan
Institution:East China Geological Exploration Bureau of Nonferrous Metals;Jiangsu Province;Nanjing 210007;China
Abstract:The high slopes along the two banks of Beipanjiang Bridge in mountainous canyon were severely weathered,so it was rather important to evaluate the characteristics of stability and hazard degree accurately.Firstly,the authors studied the characteristics of the high slope on both banks,such as structure type,combination between structure plane and slope surface,rock mass weathering and the physical and mechanical properties.Then,the classification was given to rock mass,and based on rock mass quality classifi...
Keywords:FLAC3D
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