Shaking table model test on seismic responses of utility tunnel with joint

FENG Li; DING Xuan-ming; WANG Cheng-long; CHEN Zhi-xiong

doi:10.16285/j.rsm.2019.0857

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Shaking table model test on seismic responses of utility tunnel with joint

更新时间：2026-06-25

- Shaking table model test on seismic responses of utility tunnel with joint
- Vol. 41, Issue 4, Pages: 1295-1304(2020)
- 作者机构：
  
  1. 重庆大学土木工程学院,重庆,400045
  2. 重庆大学山地城镇建设与新技术教育部重点实验室,重庆,400045
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2019.0857
  CLC： TU990.3
- Online First：01 July 2020，
  
  Published：2020
- 稿件说明：
移动端阅览
FENG Li, DING Xuan-ming, WANG Cheng-long, et al. Shaking table model test on seismic responses of utility tunnel with joint[J]. 2020, 41(4): 1295-1304.
DOI：

FENG Li, DING Xuan-ming, WANG Cheng-long, et al. Shaking table model test on seismic responses of utility tunnel with joint[J]. 2020, 41(4): 1295-1304. DOI： 10.16285/j.rsm.2019.0857.

摘要

地下综合管廊属于浅埋狭长型结构，变形缝存在较为普遍，而在地震荷载作用下，其会对地下结构的振动响应产生一定影响，但是目前针对该问题的研究却十分有限。基于振动台模型试验并考虑接缝的影响，开展了不同波形、不同峰值加速度地震波激励下的综合管廊地震响应特征研究，对场地加速度、动土压力以及管廊结构加速度、位移、动应变和弯矩等响应进行了测试和分析。试验结果表明：管廊振动主要受周边土体影响，接缝截面边墙在地震过程中与土体发生脱离，但管廊结构整体性保持良好；管廊接缝在强震下位移较小，不会发生大变形破坏；强震作用下动土压力分布呈非线性特征；接缝截面在地震中受到的弯矩作用小于中部截面，对抗震性能有利。

Abstract

Deformation joints are universal in underground utility tunnels that belong to the shallow-buried and slender structure. Under seismic loads

the vibration response of the underground structure with a joint will be affected to a great extent. However

the studies on this problem are limited. In this paper

based on the shaking table model test that considers the influence of joints

the seismic response characteristics of the underground utility tunnel under seismic excitation with different waveforms and different peak accelerations were studied. The acceleration

soil pressure

displacement

strain

and bending moment were measured and analysed. The results indicated that the vibration of the tunnel was mainly affected by the surrounding soil and the sidewall of the joint section separated from soil during earthquake excitation

while the tunnel structure displayed a good integrity. The displacement of the tunnel joint was relatively small under the strong earthquake

which did not result in large-scale deformation failure. The distribution of seismic soil pressure under the strong earthquake was nonlinear. The moment on the joint section was less than that in the middle section in the earthquake

which was beneficial to seismic performance.

关键词

Keywords

references

Views

343

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Research on seismic response of anti-sliding sheet pile wall by shaking table test

Shaking table test on ground liquefaction effect of soil-metro station structure under near-and-far field ground motions

Dynamic characteristics and damage evaluation of variable-section single pile in a seismic subsidence site

Shaking table model test for framed anchors in landslide prevention

Centrifuge experimental study of of dynamic responses of clay stratum overlying a strike-slip fault

Related Author

QU Hong-lue

ZHANG Jian-jing

ZUO Xi

CHEN Guo-xing

WANG Zhi-hua

DU Xiu-li

SUN Tian

HU Qing-xing

Related Institution

School of Civil Engineering, Southwest Jiaotong University

南京工业大学岩土工程研究所，南京 210009，2.北京工业大学建筑工程学院

Highway School, Chang’an University

Xiamen Road and Bridge Engineering Investment Development Co., Ltd.

Fujian Communications Planning and Design Institute Co., Ltd.

AI问答

⁰