摘要
通过小湾水电站左岸引水沟堆积体锚索的施工实践表明,利用“注浆+锚索+网格梁”的联合施工技术,提高了坡体的C、Φ值,有效地控制了堆积体高边坡的变形,加快了施工进度,取得了较好的经济效益。
The practice of anchor cable technology in accumulative volume of water diversion trench in left bank of Xiaowan bydropower station indicates that the application of 'punite + anchor cable + mesh beam' technology can raise greatly the value of c and φ for the slope body, dominates effectively the deformation of high slope for accumulative volume, accelerates the construction progress, obtains a good economic benefit.
出处
《东北水利水电》
2004年第11期21-22,30,共3页
Water Resources & Hydropower of Northeast China
关键词
堆积体
固壁灌浆
预应力锚索
accumulative volume
grouting for braced wall
prestressed anchor cable
