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石太铁路下行K135滑坡稳定性评价及防治研究
引用本文:曹金亮,魏放.石太铁路下行K135滑坡稳定性评价及防治研究[J].地质灾害与环境保护,2005,16(1):31-35.
作者姓名:曹金亮  魏放
作者单位:1. 中国地质大学,武汉,430074;山西省地质环境监测中心,太原,030024
2. 北京铁路局太原勘测设计院,太原,030002
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。

关 键 词:滑坡  特征  稳定性评价  成因  防治研究
文章编号:1006-4362(2005)01-0031-05

EVALUATION of STABILITY OF SHITAI RAILWAY DOWN K135 LANDSLIDE AND CONTROL
CAO Jin-liang,WEI Fang.EVALUATION of STABILITY OF SHITAI RAILWAY DOWN K135 LANDSLIDE AND CONTROL[J].Journal of Geological Hazards and Environment Preservation,2005,16(1):31-35.
Authors:CAO Jin-liang  WEI Fang
Abstract: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.
Keywords:landslide  stability evaluation  Shitai railway
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