版权说明 操作指南
首页 > 成果 > 成果详情

Response of Metro Tunnels to Adjacent Diaphragm Wall Construction in Shenzhen Granite Residual Soil

认领
导出
Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Xue-feng Ou Ph.D.;Xue-min Zhang Ph.D.;Han Feng Ph.D.*;Cong Zhang Ph.D.;Shu-ying Wang Ph.D.;...
通讯作者:
Han Feng Ph.D.
作者机构:
[Xue-min Zhang Ph.D.; Shu-ying Wang Ph.D.] Professor, School of Civil Engineering, Central South Univ., Changsha 410018, Hunan, China
[Cong Zhang Ph.D.] Associate Professor, School of Civil Engineering, Central South Univ. of Forestry and Technology, Changsha 410004, Hunan, China
[Xue-feng Ou Ph.D.] Lecturer, National Engineering Laboratory of Highway Maintenance Technology, Changsha Univ. of Science & Technology, Changsha 410114, Hunan, China
[Han Feng Ph.D.] Lecturer, School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao Univ., Shijiazhuang 050048, Hebei, China (corresponding author)
[Xian-shun Zhou Ph.D.] Doctoral Candidate, School of Civil Engineering, Central South Univ., Changsha 410018, Hunan, China
通讯机构:
[Han Feng Ph.D.] L
Lecturer, School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao Univ., Shijiazhuang 050048, Hebei, China (corresponding author)
语种:
英文
关键词:
Analysis (by type);Construction engineering;Construction management;Continuum mechanics;Deformation (mechanics);Diaphragm walls;Diaphragms (structural);Engineering fundamentals;Engineering mechanics;Geotechnical engineering;Infrastructure;Models (by type);Numerical analysis;Numerical models;Rail transportation;Solid mechanics;Structural engineering;Structural mechanics;Structural members;Structural systems;Subways;Transportation engineering;Tunnels;Walls
期刊:
International Journal of Geomechanics
ISSN:
1532-3641
年:
2023
卷:
23
期:
7
页码:
05023004
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
The field measurements and numerical simulations were conducted to evaluate the response of the nearby metro tunnels to the construction of diaphragm walls in Shenzhen, China. Results showed that the diaphragm wall construction significantly affects the metro tunnels’ horizontal deformation. The diaphragm wall construction was numerically modeled to perform a parametric study. The results showed that the concreting stage could reduce the differential deformation of the tunnel structure, thus effectively reducing the internal force of the tunne...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com