105 / 2016-12-05 00:01:20
Theoretical Study on Coordinating Effect of Anti-sliding Pile with Prestressed Anchoring Cables
12006
摘要录用
苏拓扬 / 重庆大学土木工程学院
干腾君 / 重庆大学土木工程学院
The anti-sliding pile with prestressed anchoring cables is a new retaining structure in combination with prestressed cables and anti-sliding pile. However, there are seldom research on the deformation and force coordination of anti-sliding pile with prestressed anchoring cables, which exists misunderstanding. According to the actual working state of the anti-sliding pile with prestressed anchoring cables and combing to the past literature, the paper propose improvement on deformation compatibility and force coordination equation. By introducing control scope coefficient of the cable prestressing and deriving the formula of cables tension, the paper has broken through the limitation of trial when solving prestressing cables tension with theoretical method, providing a reference on design of the anti-sliding pile with prestressed anchoring cables.
重要日期
  • 会议日期

    12月20日

    2016

    12月21日

    2016

  • 12月13日 2016

    初稿截稿日期

  • 12月21日 2016

    注册截止日期

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