溪洛渡水电站左岸谷肩堆积体边坡治理和监测
Design of Hydroelectric Power Station(2013)
Abstract
溪洛渡水电站左岸谷肩堆积体边坡规模巨大,地质条件复杂,治理难度大.为防止堆积体产生变形破坏,采取削坡减载、排水降压、支挡结合、地表防渗等综合处理措施;并对重点部位进行表面变形、深层位错、渗流渗压及锚索荷载等进行监测.综合治理完成后,堆积体表面变形、深层位错年变化速率逐渐减小并趋于平缓,边坡排水系统的运行及锚索锚固效果良好.总结溪洛渡水电站左岸谷肩堆积体边坡治理及监测的方法和程序,对类似工程具有指导和借鉴作用.
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