杨志法, 柯天河, 肖竹生, 王常敏. 1995: 五强溪水电站左岸船闸边坡开挖监控设计的理论与实践. 工程地质学报, 3(2): 1-11.
    引用本文: 杨志法, 柯天河, 肖竹生, 王常敏. 1995: 五强溪水电站左岸船闸边坡开挖监控设计的理论与实践. 工程地质学报, 3(2): 1-11.
    Yang Zhifa, Ke Tianhe, Xiao Zhusheng, Wang Changmin. 1995: THEORY AND PRACTICE ON MONITORING DESIGN FOR EXCAVATION OF SHIPLOCK SLOPE AT LEFT BANK OF WUQIANGXI HYDROELECTRIC POWER STATION. JOURNAL OF ENGINEERING GEOLOGY, 3(2): 1-11.
    Citation: Yang Zhifa, Ke Tianhe, Xiao Zhusheng, Wang Changmin. 1995: THEORY AND PRACTICE ON MONITORING DESIGN FOR EXCAVATION OF SHIPLOCK SLOPE AT LEFT BANK OF WUQIANGXI HYDROELECTRIC POWER STATION. JOURNAL OF ENGINEERING GEOLOGY, 3(2): 1-11.

    五强溪水电站左岸船闸边坡开挖监控设计的理论与实践

    THEORY AND PRACTICE ON MONITORING DESIGN FOR EXCAVATION OF SHIPLOCK SLOPE AT LEFT BANK OF WUQIANGXI HYDROELECTRIC POWER STATION

    • 摘要: 五强溪水电站船闸左岸边坡,是由前震旦系的Pt1(主要为千枚状板岩)和Pt2(主要为砂岩、板岩)组成。因断层穿插,岩体破碎,边坡稳定性很差。为确保边坡在开挖施工期的安全,作者根据工程地质力学和系统科学相结合的方法,对之进行监控设计,取得了成功。

       

      Abstract: The shiplock slope at left bank of Wuqiangxi Hydroelectric Power Station consists of the pre-Sinian Pt1(mainly phyllitic slate) and Pt2 (mainly sndstone and slate).Stability of the slope is very bad because it is cut by faults and its rockmass is fractured.In order to ensure the safety during excavation process in the slope,the authors made a monitoring design for excavation according to the engineering geomechanics and the system science,and achieved considerable.

       

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