摘要
在详细勘察石太铁路下行K135路段滑坡形成的地质条件、查明其基本特征及形成原因的基础上,对滑坡稳定性进行了评价,提出了滑坡防治的抗滑桩方案和改线方案,并通过该两方案的比较论证,认为石太铁路下行K135路段改线是滑坡防治的最佳方案。
Based on the reconnaissancing the geological conditions of formation of Shitai railway down K135 landslide and its basic characteristic and mechanism, stability evaluation of landslide was evaluated and anti-sliping pile scheme and alter-line scheme of landslide were put forward. It is suggested that the alter-line of Shitai railway down K135 was better one for the landslide prevention and control.
出处
《地质灾害与环境保护》
2005年第1期31-35,共5页
Journal of Geological Hazards and Environment Preservation
