三峡库区三期塌岸防护规划典型设计  

TYPICAL DESIGN OF BANK SLOPE STABILIZATION FOR THE THIRD PLAN IN THREE GORGES RESERVOIR AREA

作　　者：简文星[1] 殷坤龙[1] 刘礼领[1] 汪洋[1] 桂树强[1] 

机构地区：[1]中国地质大学工程学院,湖北武汉430074

出　　处：《岩石力学与工程学报》2005年第18期3292-3298,共7页Chinese Journal of Rock Mechanics and Engineering

基　　金："三峡库区三期地质灾害防治规划典型设计"科研项目;教育部留学回国人员科研启动基金资助项目

摘　　要：根据组成库岸的岩土类型和组合型式,将三峡库区库岸地质结构概括为岩质、土质和岩土混合三大类及若干亚类,并对各类库岸的破坏方式进行了分析与总结。根据库岸地质结构类型、破坏方式与规模,对三峡库区库岸防护设计的适宜性进行了详细研究,认为三峡库区库岸宜采用如下5种方案进行防护:(1)对于易风化岩质岸坡或软硬互层岩质岸坡,宜以喷锚工程为主,结合局部支撑与挖方等进行防护;(2)对于土层比较厚(≥10 m),地表有明显变形破坏迹象的岸坡,或夹软弱层的易滑顺向岩质岸坡,宜以抗滑桩工程为主,结合护坡与地表排水等进行防护;(3)对于下伏完整基岩,且土层较薄(<6 m)的土质岸坡或混合型岸坡,宜以挡土墙工程为主,结合地表排水等进行防护;(4)对于土层较厚(≥6 m)且坡度较缓(<20°)的土质岸坡或混合型岸坡,宜以干砌条石护坡工程为主,结合石笼、水下抛石压脚等进行防护;(5)对于坡度较陡(>20°)、厚度较大(≥6 m)的土质岸坡、或强风化花岗岩岸坡,宜以格构锚工程为主,结合地表排水等进行防护。针对这5种防护方案,选择典型库岸段进行库岸防护设计,结果表明,采用这5种方案的防护库岸1 km直接工程费用分别为857.2,2 246.0,931.5,625.5和2 288.8万元,为三期塌岸防护规划经费测算提供了科学的依据。The bank slope structures in the Three Gorges Reservoir area are divided into rock bank slope, soil bank slope and combination bank slope of soil and rock, based on the types and combinations of rocks and soils in the Three Gorge Reservoir area. And then, the failure modes of each kind of bank slopes were analyzed and summarized. The suitabilities of prevention methods of bank slopes in the Three Gorge Reservoir area are studied in detail based on the geological structure, failure mode and scale of bank slopes. The results show that 5 suitable stabilization methods of bank slopes in the Three Gorge Reservoir area are as follows; （1） to stabilize those rock bank slopes which are easily weathered, and to stabilize those in which competent layers alternate with incompetent layers, tieback and shotcrete plus part buttressing or unloading should be taken; （2） to stabilize those soil bank slopes which are thicker than 10 m, and in which failures have already taken place, and to stabilize those rock bank slopes which contain incompetent beds and incline in the same direction as that of strata, driven piles plus surface slope protection and surface drainage should be taken; （3） to stabilize those soil and combination bank slopes which are thinner than 6 m, and base grounds are stable, retaining wails and surface drainage should be taken; （4） to stabilize those soil and combination bank slopes which are thicker than 6 m, and gradients are less than 20°, rip-rap with cuboid stone plus gabions or block stones should be taken; （5） to stabilize those soil and strong weathered granite bank slopes which are thicker than 6 m, and gradients are greater than 20°, grid anchorage technique and surface drainage should be taken. Finally, typical bank slopes are designed to be stabilized with the methods mentioned above. The results show that total cost of 1 km bank slope stabilization work is about 857.2×10^4, 2 246.0×10^4, 931.5×10^4, 625.5×10^4, 2 288.8×10^4 yuan, respectively. Therefore, scientific data a

关 键 词：工程地质 三峡库区 库岸地质结构 塌岸防护方案 适宜性 典型设计 经费测算 

分 类 号：P642[天文地球—工程地质学]