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公路连拱隧道土压力荷载的计算方法研究

李鸿博 郭小红

岩土力学2009,Vol.30Issue(11):3429-3434,6.
岩土力学2009,Vol.30Issue(11):3429-3434,6.

公路连拱隧道土压力荷载的计算方法研究

Research on calculation metheods of earth pressure on muti-arch tunnel for highway

李鸿博 1郭小红2

作者信息

  • 1. 华中科技大学,土木工程与力学学院,武汉,430074
  • 2. 中交第二公路勘察设计研究院有限公司,武汉,430052
  • 折叠

摘要

Abstract

IN light of the present situation without mature formulations to calculate the loading of multi-arch tunnel for highway in China, the formulation of the earth pressure is derived based on the loading feature of multi-arch tunnel and PU'S equilibrium arch theories. Considering the division altitude of deep tunnel and shallow tunnel specified in the tunnel code, the division altitude and the loading formulation are proposed. Thus a fully calculation system is formed here. Lots of analyses and calculations validate that the formulation presented is reasonable by comparing with other formulations. Good effects are achieved when applying this formulation in the design of both multi-arch tunnel and bifurcation tunnel for the highway from Shanghai to Chengdu.

关键词

连拱隧道/土压力荷载/计算方法/普氏理论/平衡拱

Key words

multi-arch tunnel/ earth pressure/ calculation method/ PU's equilibrium arch theories/ equilibrium arch

分类

交通工程

引用本文复制引用

李鸿博,郭小红..公路连拱隧道土压力荷载的计算方法研究[J].岩土力学,2009,30(11):3429-3434,6.

基金项目

交通部西部科技项目(No.2004046 2004-125). (No.2004046 2004-125)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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