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西南某桥基边坡稳定性及加固措施研究
引用本文:周火明,吴万平,黄正加,张练,艾凯,徐宗苏,隆然.西南某桥基边坡稳定性及加固措施研究[J].长江科学院院报,2009,26(1):33-37.
作者姓名:周火明  吴万平  黄正加  张练  艾凯  徐宗苏  隆然
作者单位:1. 长江科学院,水利部岩土力学与工程重点实验室,武汉,430010
2. 中交第二公路勘察,设计研究院,武汉,430052
摘    要: 桥基边坡由桥基、桩基和边坡组成复杂的桥基结构体系。其变形和稳定性要求、加固措施以及重点加固部位与自然边坡有很大的不同。针对我国西南某特大桥桥基边坡,结合数值模拟以及极限平衡分析方法,对桥载荷作用下边坡破坏模式、预应力锚杆加固对限制水平位移的作用、利用基桩作为抗滑桩以节省加固工作量的可行性,以及重点加固部位等问题进行了深入分析,最后提出了加固措施。

关 键 词:桥基边坡  破坏模式  稳定性  数值模拟  加固措施

Bridge Foundation Slope Stability and Reinforcement Measure of Some Bridge in Southwest
ZHOU Huo-ming,WU Wang-ping,HUANG Zheng-jia,ZHANG Lian,AI Kai,XU Zong-su,LONG Ran.Bridge Foundation Slope Stability and Reinforcement Measure of Some Bridge in Southwest[J].Journal of Yangtze River Scientific Research Institute,2009,26(1):33-37.
Authors:ZHOU Huo-ming  WU Wang-ping  HUANG Zheng-jia  ZHANG Lian  AI Kai  XU Zong-su  LONG Ran
Affiliation:1.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources;Yangtze River Scientific Research Institute;Wuhan 430010;China;2.The Second Highway Survey and Design Institute;Wuhan 430052;China
Abstract:Bridge foundation slope is a complex structural system composed of pile foundation and slope,in which its deformation and stability requirements,reinforcement measures and key reinforcing positions are significantly different from natural slope.In combination with the foundation slope of some bridge in southwest,some problems,including the failure mode of slope under bridge load,the restriction effect of prestressed anchor bars on horizontal displacement,the feasibility of making foundation piles as anti-sl...
Keywords:bridge foundation slope  failure mode  stability  numerical simulation  reinforcement measure  
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