首页> 外文会议>International Symposium on Land Subsidence(SISOLS 2005) vol.1; 20051023-28; Shanghai(CN) >DEFORMATION AND RESEARCH OF PRESTRESSED ANCHORING ON ROCK SLOPES OF TGP
【24h】

DEFORMATION AND RESEARCH OF PRESTRESSED ANCHORING ON ROCK SLOPES OF TGP

机译:三峡工程岩质边坡预应力锚固变形研究

获取原文
获取原文并翻译 | 示例

摘要

Based on the construction and monitoring results of anchor cables in the situ of the Three Gorges, the paper demonstrates the change process and characteristics of the anchoring prestress, puts forward the influencing factors and reasons of causing the prestress changes. The change process of the anchoring prestress can be described as following three stages: First, rapid drop stage of the anchoring prestress; Second, fluctuation stage of the anchor prestress; Third, stable change stage of the anchoring prestress. For the rock mass with many joints and cracks, rainfall and its lasting time have an enormous influence on the anchoring prestress. The influence will not happen immediately after the rainfall, but has a time lag. But after several days, with the disappearance of the water, the increased stress will disappear gradually, the anchorage prestress will basically recover to its initial state. The measuring results show that when one anchor cable is strained, the prestress of the nearby cables becomes small. These indicate that the anchor cables influence each other while strained.
机译:根据三峡现场锚索的施工和监测结果,论证了锚固预应力的变化过程和特征,提出了影响预应力变化的因素和原因。锚固预应力的变化过程可以描述为以下三个阶段:第一,锚固预应力的快速下降阶段;二是锚固预应力的波动阶段;第三,锚固预应力的稳定变化阶段。对于具有许多节理和裂缝的岩体,降雨及其持续时间对锚固预应力有巨大影响。这种影响不会在降雨后立即发生,而是有一定的时滞。但是几天后,随着水的消失,增加的应力将逐渐消失,锚固预应力将基本恢复到初始状态。测量结果表明,当一根锚索张紧时,附近锚索的预应力变小。这些表明锚索在受拉时会相互影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号