秭归县金狮路滑坡治理设计
作者姓名：董涛学号：2010404529 专业：土木工程指导教师：王志俭
【摘要】本文以秭归县金狮路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。在此基础
上提出了两种治理方案，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+路面路基恢复的治理方案，
对滑坡做了治理设计。
【关键词】滑坡；稳定性；治理设计；抗滑桩；排水工程
The prevention design of the the
Chengya highway K24 landslide
Name：Zhao Hechuan Student No.：200403010405 Major：Civil Engineering（Geotechnical Engineering）Supervisor：Wang Xiaoqu n
Abstract: Based on the geo-technical data of the Chengya highway K24 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 land slide’s stability coefficient was calculated. Then the landslide’s stability was appraised. Based on the analysis, two treatment measures 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 revised designing program has been chosen, which included anti-slide pile, drainage works and excavating the slop
and backfilling the soil. At last，the slope’s designation of remedying engineering was made.
Keywords: landslide, stability, anti-slide pile,drainage works
目录
第1章前言 (1)
1.1选题依据及其意义 (1)
1.2滑坡治理主要方法研究 (1)
1.3设计依据及设计思路 (2)
1.3.1设计依据 (2)
1.3.2设计思路 (2)
1.4本次设计主要成果 (3)
第2章滑坡区自然地理及工程地质条件 (5)
2.1 自然地理条件 (5)
2.1.1地理位置 (5)
2.1.2气象水文 (5)
2.2 滑坡工程地质条件 (5)
2.2.1地形地貌 (5)
2.2.2 地层岩性 (6)
2.2.3岩土体的物理力学性质 (7)
2.2.3 地质构造与地震效应 (7)
2.2.4水文地质条件 (7)
第3章滑坡基本特征 (9)
3.1滑坡的基本特征 (9)
3.2滑坡变形特征 (9)
3.3滑坡体结构特征 (9)
3.4滑带及滑床结构特征 (10)
3.5滑坡成因机制分析 (12)
3.5.1影响因素 (12)
3.5.2成因机制 (12)
第4章滑坡稳定性分析 (14)
4.1滑坡稳定性定性评价 (14)
4.2滑坡稳定性定量评价 (14)
4.2.1滑坡计算参数选取 (14)
4.2.2剖面选取 (15)
4.2.3计算工况 (16)
4.2.4计算原理与结果 (16)
4.2.5潜在滑面稳定系数计算 (17)
4.2.6滑坡稳定性综合评价 (18)
4.3滑坡推力计算 (19)
4.3.1安全系数的选取 (19)
4.3.2滑坡推力计算原理 (19)
4.3.3滑坡推力计算结果 (20)
第5章滑坡治理设计 (23)
5.1治理设计原则 (23)
5.2治理设计依据 (23)
5.3滑坡治理方案拟定 (23)
5.4滑坡治理方案比选 (24)
5.5滑坡治理工程分项设计 (24)
5.5.1抗滑桩布置和选型 (24)
5.5.2抗滑桩内力计算 (25)
5.5.3抗滑桩内力结果 (28)
5.5.4抗滑桩的配筋设计 (32)
5.6排水工程设计 (35)
5.6.1原坡脚排水沟维护 (35)
5.6.2盲沟设计 (35)
5.6.3截水沟设计 (35)
5.7削坡和反压设计 (36)
结论 (37)
致谢 (38)
参考文献 (39)
附图 (40)
