地质工程工程地质专业毕业设计.pdfVIP

毕业设计（论文）报告纸 中卫—贵阳联络线BE106滑坡设计 ┊ ┊ ┊ ┊ 作者姓名： 学 号： ┊ 专 业：地质工程（工程地质） 指导教师： ┊ ┊ 摘 要 ┊ ┊ 本设计以中卫—贵阳联络线BE106滑坡勘察报告为依据，分析了滑坡的工程地质 ┊ ┊ 条件及基本特征。在此基础上研究了影响滑坡失稳的因素，进而分析了滑坡的成因机 ┊ 制。然后对滑坡的稳定性进行了定性评价，并采用极限平衡原理和传递系数法，计算 ┊ 装 出滑坡的稳定性系数和滑坡推力，对滑坡稳定性进行了定量评价。按照 “经济合理， ┊ 工期短，工程技术可行，治理效果安全可靠”的设计原则，从中选取了抗滑桩+排水 ┊ ┊ 工程的治理方案，对滑坡做了治理设计。 ┊ ┊ 订 关键词:滑坡,稳定性,治理设计,抗滑桩,排水工程 ┊ ┊ ┊ ┊ ┊ 线 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 1 页 共 28 页 毕业设计（论文）报告纸 Abstract ┊ Based on the geo-technical data of the BE106 landslide, the geological condition about ┊ ┊ the landslide was studied, then the factors which tampered with the slope’s stability were ┊ construed, the reasons which caused the landslide were analyzed and the landslide’s ┊ ┊ stability was estimated According to the unbalance thrust transmission coefficient ┊ method ’s principle and supposition ，the landslide’s stability coefficient was calculated ┊ ┊ Then the landslide’s stability was appraised Based on the analysis, the treatment measure ┊ were advanced According to the result of the slope stability calculation, the design ┊ ┊ principle was that the project cost was reasonable, time limit for the project was much less, ┊ the technique was possible and the project was simple and easy to construct Finally, a 装 ┊ revised designing program has been chosen, which included anti-slide pile and drainage ┊ works At last，the slope’s designation of remedying engineering was made