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影响盾构隧道衬砌接头刚度的因素

何英杰 袁江

长江科学院院报2001,Vol.18Issue(1):20-22,26,4.
长江科学院院报2001,Vol.18Issue(1):20-22,26,4.

影响盾构隧道衬砌接头刚度的因素

Factors affecting joint stiffness of shield tunnel lining

何英杰 1袁江2

作者信息

  • 1. 长江科学院 材料结构研究所,
  • 2. 长江科学院 计划财务处,
  • 折叠

摘要

Abstract

Through simulating model tests of shield tunnel passing through the Yellew River in the diversion project from south to north China,a systematic analysis on the primary factors affecting joint stiffness,including arrangement of joint bolt,thickness of annular packing of bolt,behavior and thickness of cushion material between two tube plates,magnitude of prestressing force of joint bolt and different stressed states at tube plate joint etc.,are performed.The study results may provide reference for tube plate design of shield tunnel.

关键词

接头刚度/盾构隧道/仿真模型试验/相似条件

分类

交通工程

引用本文复制引用

何英杰,袁江..影响盾构隧道衬砌接头刚度的因素[J].长江科学院院报,2001,18(1):20-22,26,4.

长江科学院院报

OA北大核心CSCD

1001-5485

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