• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International Conference on Civil Engineering and Transportation >Influence on stress and strain of high embankment dams caused by different reservoir filling path
【24h】

Influence on stress and strain of high embankment dams caused by different reservoir filling path

机译：不同水库灌装路径引起的高堤坝应力和应变的影响

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

For computing the stress and strain of embankment dams, FEM is employed. Two reservoir filling paths which are constructing filling and completed filling are considered to affect the computing results. It is proved that constructing filling path can enhance the stress of embankment dams. So constructing filling path can take from the hydraulic fracturing of core wall. In addition, constructing filling path can decrease the amount of settlement, and can control the displacement of dam shoulders. In a word, constructing filling path is prior to completed filling path.
机译：为了计算堤坝的压力和应变，采用有限元。构造填充和完成填充的两个储存填充路径被认为是影响计算结果。事实证明，构造填充路径可以增强堤坝坝的应力。因此，构造填充路径可以从芯壁的水力压裂中取出。另外，构造填充路径可以降低沉降量，并且可以控制坝肩的位移。总之，构建填充路径在完成填充路径之前。

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