首页> 外文会议>International Symposium on Landslides and Engineered Slopes >The stabilization of the huge alluvial deposit on the left bank and the high rock slope on the right bank of the XiaoWan Hydropower Project
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The stabilization of the huge alluvial deposit on the left bank and the high rock slope on the right bank of the XiaoWan Hydropower Project

机译:左岸巨大的冲积矿床和小湾水电项目右岸的巨大冲积矿床

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A huge alluvial deposit is located on the left abutment of the Xiaowan arch dam,which hasthe maximum height difference of about 470 m and the total volume of 5.4×106 m3. The natural slope ofdeposit is stable,but the properties and mechanisms of the deposit,as well as the boundary conditions areextremely complicated. Some parts of the deposit near the foot must be excavated to arrange the foundation ofworking machines,the concrete mixing system and the concreting operation platform. The creeping deformationsoccur during the excavating,and then the deformation gradually increases,which shows gradually extendingform down to upward with a drawing model. Based on the dynamic tracing of the developed deformation,a systematic suitable engineering reinforcing treatments is performed,which guarantees the whole stability ofthe huge deposit.
机译:一个巨大的冲积矿床位于Xiaowan Arch Dam的左基台上,最大高度差约为470米,总体积为5.4×106 m3。自然斜率较稳定,但沉积物的性质和机制,以及环境复杂的边界条件。必须挖掘脚附近的沉积物附近的部分部分,以安排工加机,混凝土搅拌系统和混凝土操作平台基础。在挖掘过程中蠕动变形CCUR,然后变形逐渐增加,这表明用绘图模型逐渐向上延伸到向上。基于发达变形的动态追踪,进行了系统合适的工程增强处理,保证了巨大沉积物的整体稳定性。

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