摘要
新疆布尔津山口水利枢纽坝址区两岸地形陡峭,工程地质条件比较复杂,节理裂隙发育,边坡稳定性差,边坡开挖高差大,且同时紧临与引水系统和厂房标施工工作面,交叉作业问题突出。施工中采用了自上而下分台阶开挖,边坡加固以锚筋桩、预应力锚索为主,喷锚等施工技术,确保了开挖边坡稳定和施工安全。
As the topographies of both the banks of the site for Shankou Water Control Project in Bu' erjin of Xinjiang are quite precipitous with a complicated geological condition of developed joint fissures and poor slope stability, the height difference of the excavations of both the slopes are large, while the excavations are close to the working faces of the constructions of the water delivery system and the powerhouse with protrudent problems from the corssing operations of construction. During the construction the technologies of top-down excavation in steps, slope strengthening mainly with anchor-bar piles, prestressed anchor cable as well as well shotcrete rockbolt, etc. are adopted, and then the stabilities of the excavating slopes and the construction safety are ensured.
出处
《水利水电技术》
CSCD
北大核心
2012年第9期69-73,共5页
Water Resources and Hydropower Engineering
关键词
拱坝
高边坡
施工技术
开挖支护
山口水利枢纽
新疆
arch dam
high slope
construction technique
excavation supporting
Shankou Water Control Project
Xinjiang