Automatic monitoring and mobile data publishing system of ground settlement induced by shield tunneling

XIE Xiong-yao; LI Jun; WANG Qiang

doi:10.16285/j.rsm.2016.S2.100

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Automatic monitoring and mobile data publishing system of ground settlement induced by shield tunneling

更新时间：2026-06-25

- Automatic monitoring and mobile data publishing system of ground settlement induced by shield tunneling
- Vol. 37, Issue S2, Pages: 788-794(2016)
- 作者机构：
  
  1. 同济大学岩土及地下工程教育部重点实验室,上海,200092
  2. 同济大学地下建筑与工程系,上海,200092
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2016.S2.100
  CLC： U452
- Online First：09 June 2018，
  
  Published：2016
- 稿件说明：
移动端阅览
XIE Xiong-yao, LI Jun, WANG Qiang. Automatic monitoring and mobile data publishing system of ground settlement induced by shield tunneling[J]. 2016, 37(S2): 788-794.
DOI：

XIE Xiong-yao, LI Jun, WANG Qiang. Automatic monitoring and mobile data publishing system of ground settlement induced by shield tunneling[J]. 2016, 37(S2): 788-794. DOI： 10.16285/j.rsm.2016.S2.100.

摘要

地表沉降监测是盾构信息化施工的重要组成部分，对优化盾构施工参数，保证施工安全具有十分重要的意义。为了及时共享和反馈监测成果，提高监测信息管理与数据分析的效率，采用Microsoft Visual Studio .Net编程技术和MySQL数据库开发了沉降自动化监测及数据移动发布系统，实现了24 h监测数据的自动化采集、分析和移动端推送，并将该系统应用于南宁轨道交通1号线盾构隧道下穿南宁火车站铁路股道及站房工程，获得盾构推进过程中的地表沉降及火车轨道沉降的变化规律。通过监测数据和分析成果的及时反馈，优化了盾构机施工参数，有效保证了盾构掘进和周边环境的安全。

Abstract

Ground settlement monitoring is an important component of shield informatization construction

and it has a very important significance in optimization of shield tunneling parameters and safety of construction. In order to share and feedback monitoring results timely

improve efficiency of monitoring information management and data analysis

an automatic monitoring and mobile data publishing system of ground settlement is developed by using Microsoft Visual Studio. Net programming technology and MySQL database to realize 24 hour automatic acquiring

analysis and mobile publishing of monitoring data. And then the system is applied to the project of shield tunneling of Nanning Metro Line 1 traversing below tracks and buildings of Nanning Railway Station; the variation law of ground and track settlement caused by shield tunneling has been obtained. By the in-time feedback of monitoring data and analysis results

the construction parameters of shield machine is optimized so as to effectively ensure safety of shield tunneling and surrounding environment.

关键词

Keywords

references

Views

370

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Dynamic analysis of strata horizontal displacements induced by shield construction of deep tunnel

Construction security risk management for shallow-buried large-span tunnel passing intensive buildings underneath

Research on calculation method of soil 3D displacement due to shield tunnel construction

Analysis of effects of tunnel excavation on underground pipeline

不同埋深条件下盾构施工扰动试验研究

Related Author

YIN Jia-shun

YUAN Jie

LI Lin

JIANG Xin-liang

JIAO Yu-yong

QIN Wei-min

WANG Hao

WEI Gang

Related Institution

School of Civil Engineering, Tianjin University

State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Shengli Oilfield Technology Inspection Center, Sinopec

College of Civil Engineering and Architecture, Zhejiang University

Department of Civil Engineering of City College, Zhejiang University

AI问答

⁰