CAJ | 학술논문

某滑坡处于蠕变阶段，坡体变形破坏迹象明显。在降雨或地震的诱发下，该滑坡直接威胁其前缘公路行车、行人安全。本文在对滑坡场区进行大量地质调查的基础上，结合室内岩土体力学性质试验，探究滑坡的成因，对其进行稳定性分析，并给出适宜的防治对策。结果表明，该斜坡主要由成都粘土、泥岩组成，力学性质较差，并且在雨季的降雨影响下，极易造成斜坡失稳。建议选取重力式抗滑挡墙和封填裂缝的方式对滑坡进行治理。
모활파처우연변계단，파체변형파배적상명현。재강우혹지진적유발하，해활파직접위협기전연공로행차、행인안전。본문재대활파장구진행대량지질조사적기출상，결합실내암토체역학성질시험，탐구활파적성인，대기진행은정성분석，병급출괄의적방치대책。결과표명，해사파주요유성도점토、니암조성，역학성질교차，병차재우계적강우영향하，겁역조성사파실은。건의선취중력식항활당장화봉전렬봉적방식대활파진행치리。
The landslide is in creep stage, and the slope deformation and signs of damage are obvious. Induced by rainfall or earthquake, the landslide may make direct threat to the road traffic and pedestrian safety in the leading edge of the landslide. In this paper, based on a large of landslide field geological survey and combined with the test of indoor rock physical properties, the causes of landslide are to explore, its stability is to analysis, and appropriate countermeasures are to give. The results show that the slope is mainly composed by Chengdu clay and mudstone, and it has poor mechanical properties. Under the influence of rainfall during the rainy season, it can easily cause slope instability. And then it recommends that gravity sliding wall and sealers cracks can be used to govern the landslide.