首页> 外文会议>Landslides and Engineered Slopes from the Past to the Future >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:小湾水电站左岸巨大冲积物沉积及右岸高边坡的稳定。

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摘要

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:小湾拱坝左岸有一个巨大的冲积物,最大高差约470 m,总体积为5.4×106 m3。沉积物的自然坡度是稳定的,但是沉积物的性质和机理以及边界条件极其复杂。脚附近的沉积物的某些部分必须开挖,以布置工作机械,混凝土搅拌系统和混凝土操作平台的基础。开挖过程中发生蠕变变形,然后变形逐渐增大,在工程模型的基础上,变形表现为从下到上逐渐扩展。在动态追踪已开发变形的基础上,进行了系统的,合适的工程加固处理,从而保证了大型矿床的整体稳定性。

著录项

  • 来源
  • 会议地点 Xian(CN)
  • 作者单位

    Lichun Zou@Kunming Hydroelectric Investigation Design Research Institute,State Power Corporation of China,China--Xianliang Tang@Kunming Hydroelectric Investigation Design Research Institute,State Power Corporation of China,China--Hanbin Feng@Kunming Hydroelectric Investigation Design Research Institute,State Power Corporation of China,China--Guojin Wang@Kunming Hydroelectric Investigation Design Research Institute,State Power Corporation of China,China--Hui Xu@Kunming Hydroelectric Investigation Design Research Institute,State Power Corporation of China,China--;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 基础加固;
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