阿尔塔什F_9断层对右岸高边坡的影响及处理  

The Effect of the F_9 Fault on the High Slope of the Right Bank in Aertashi Hydro Project and Its Treatments

作　　者：李万逵[1] 

机构地区：[1]新疆水利水电勘测设计研究院,新疆乌鲁木齐830000

出　　处：《水利与建筑工程学报》2015年第3期217-221,共5页Journal of Water Resources and Architectural Engineering

摘　　要：新疆阿尔塔什水利枢纽工程坝址右岸F9断层跨过右岸坝肩,对右岸高边坡的稳定性有一定的影响,为一明显的不良工程地质现象,需要对其工程地质条件进行专项研究。在可研和初设阶段,为进一步分析、评价F9断层对右岸高边坡的影响,在现场地质测绘的基础上,通过现场勘探、试验、地质信息收集、整理、室内分析、计算机数值模拟,对其工程特性进行深入细致的分析和评价,明确了F9断层的工程地质条件,为设计、工程处理提供了可靠的依据,供同行参考。The F9 fault of Xinjiang Aertashi hydro project is located at the right bank of the dam across the abutment ,this unbeneficial geological condition has an adverse effect on the stability of the right bank slope ,therefore ,a special study on its geological conditions was conducted .At the researching and initial designing stage ,in order to investigate the in-fluence of the fault on the high slope of the right bank ,a detailed analysis and evaluation of its geological characteristics was conducted based on the data of field investigation ,experiments ,the collection ,arrangement ,lab analysis and nu-merical simulation of the geological information .According to the analysis ,the geological conditions of the F9 fault was confirmed ,which would provide a reliable theoretical basis and some reference for the design and treatment of similar pro-jects .

关 键 词：高边坡 F9 断层 边坡稳定 

分 类 号：TV223.32[水利工程—水工结构工程]