Whole process and law for mechanical coupling evolution of new and old overlapped tunnel systems

LIU Zhen; ZHOU Cui-ying

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Whole process and law for mechanical coupling evolution of new and old overlapped tunnel systems

更新时间：2026-06-25

- Whole process and law for mechanical coupling evolution of new and old overlapped tunnel systems
- Vol. 33, Issue 2, (2012)
- 作者机构：
  
  1. 中山大学工学院,广州,510275
  2. 中山大学岩土工程与信息技术研究中心,广州,510275
- 作者简介：
- 基金信息：
- DOI：
  CLC： U455
- Online First：14 February 2012，
  
  Published：2012
- 稿件说明：
移动端阅览
LIU Zhen, ZHOU Cui-ying. Whole process and law for mechanical coupling evolution of new and old overlapped tunnel systems[J]. 2012, 33(2).
DOI：

LIU Zhen, ZHOU Cui-ying. Whole process and law for mechanical coupling evolution of new and old overlapped tunnel systems[J]. 2012, 33(2). DOI：

摘要

新旧立体交叉隧道系统耦合演化的非线性规律研究尚处于探索阶段。基于穿越过程中与工后的新旧立体交叉隧道系统耦合作用过程与机制分析，定量分析了其耦合作用中应力与位移状态变化的全过程；根据隧道稳定性非线性分析，分别从岩土体的黏弹塑性、动力学与能量耗散等3方面研究了立体交叉隧道非线性演化规律，并建立了其发生耦合作用的黏弹塑性、动力学与能量的标准及其演化函数；在此基础上，系统总结了新旧立体交叉隧道系统耦合演化总体特征，指出其耦合区域在空间上具有拓展性，耦合演化在时间上具有延续性。其研究结果为立体交叉隧道稳定性定量分析与控制研究提供了新思路。

Abstract

Research on the whole process and nonlinear law for coupling evolution of new and old overlapped tunnel systems is still in exploring stage. Based on the coupling mechanism analysis of the overlapped tunnel systems in undercrossing and after construction

the whole change processes of stress state and displacement state are quantitatively analyzed in its coupling. According to the nonlinear analysis of tunnel stability

the nonlinear law for coupling evolution is studied from viscoelasto-plasticity

dynamics and energy dissipation. The coupling standard and evolution function are established. On this basis

the general characteristics of coupling evolution are systematically summarized. The expansibility in space and furtherance in time of the coupling mechanism are also pointed out. Such kind of study is able to provide valuable theoretical guidance for stability quantitative analysis and control of overlapped tunnels.

关键词

Keywords

references

Views

799

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Finite element analysis of bearing capacity of pile under inclined load in layered soil

Meso-experimental research on sandstone failure behavior under thermal-mechanical coupling effect

Progressive failure behavior of rock mass anchorage system considering interface and damage effect

Unrecoverable expansion characteristic of confined compressive clay-sulfate rock under drying-wetting cycles

Progressive fracture evolution and mechanical response of cavity-containing sandstone under low-frequency disturbance

Related Author

ZHENG Gang

WANG Li

ZUO Jian-ping

ZHOU Hong-wei

XIE He-ping

JU Yang

ZHAO Zeng-hui

LIU Hao

Related Institution

Department of Civil Engineering, Tianjin University

State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology

Institute of Rock Mechanics and Fractals, School of mechanics & civil engineering，China University of Mining and Technology

Sichuan University

College of Energy and Mining Engineering, Shandong University of Science and Technology

AI问答

⁰