Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test

Geomechnical model testing has been widely applied as a kind of research technique in underground engineering problems. However, during the practical application process, due to the influence of many factors, the desired results cannot be obtained. In order to solve this problem, based on the measur...

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Main Authors: Liu Q., Chen J., Wei L., Huang P., Luo Y., Pu X.
Format: Article
Language:English
Published: Sciendo 2016-09-01
Series:Archives of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0087/ace-2015-0087.xml?format=INT
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spelling doaj-9cd1b9901bc042c0a64693f736df38842020-11-25T01:32:37ZengSciendoArchives of Civil Engineering1230-29452016-09-0162311713610.1515/ace-2015-0087ace-2015-0087Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model TestLiu Q.0Chen J.1Wei L.2Huang P.3Luo Y.4Pu X.5Lecture, School of Civil Engineering, Chang’an University, Xi’an, Shanxi 710061,ChinaSchool of Highway, Chang’an University, Xi’an, 710064,ChinaPost-Graduate, School of Civil Engineering, Chang’an University, Xi’an, Shanxi 710061,ChinaLecture, School of Civil Engineering, Chang’an University, Xi’an, Shanxi 710061,ChinaSchool of Highway, Chang’an University, Xi’an, 710064,ChinaPost-Graduate, School of Highway, Chang’an University, Xi’an, 710064,ChinaGeomechnical model testing has been widely applied as a kind of research technique in underground engineering problems. However, during the practical application process, due to the influence of many factors, the desired results cannot be obtained. In order to solve this problem, based on the measurement requirements of the model test, combined with FBG(Fiber Bragg Grating) sensor technology and traditional measurement methods, an FBG monitoring system, Micro-multi-point displacement test system, resistance strain test system and surrounding rock pressure monitoring system are developed. Applying the systems to a model test of the tunnel construction process, the displacement in advance laws of tunnel face, radial displacement distribution laws and surrounding rock pressure laws are obtained. Test results show that a multivariate information monitoring system has the advantage of high precision, stability and strong anti-jamming capability. It lays a solid foundation for the real-time data monitoring of the tunnel construction process model test.http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0087/ace-2015-0087.xml?format=INTtunnel engineeringmodel testmultivariate informationdynamic monitoring
collection DOAJ
language English
format Article
sources DOAJ
author Liu Q.
Chen J.
Wei L.
Huang P.
Luo Y.
Pu X.
spellingShingle Liu Q.
Chen J.
Wei L.
Huang P.
Luo Y.
Pu X.
Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test
Archives of Civil Engineering
tunnel engineering
model test
multivariate information
dynamic monitoring
author_facet Liu Q.
Chen J.
Wei L.
Huang P.
Luo Y.
Pu X.
author_sort Liu Q.
title Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test
title_short Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test
title_full Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test
title_fullStr Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test
title_full_unstemmed Multivariate Information Dynamic Monitoring System Application of Tunnel Construction Process Model Test
title_sort multivariate information dynamic monitoring system application of tunnel construction process model test
publisher Sciendo
series Archives of Civil Engineering
issn 1230-2945
publishDate 2016-09-01
description Geomechnical model testing has been widely applied as a kind of research technique in underground engineering problems. However, during the practical application process, due to the influence of many factors, the desired results cannot be obtained. In order to solve this problem, based on the measurement requirements of the model test, combined with FBG(Fiber Bragg Grating) sensor technology and traditional measurement methods, an FBG monitoring system, Micro-multi-point displacement test system, resistance strain test system and surrounding rock pressure monitoring system are developed. Applying the systems to a model test of the tunnel construction process, the displacement in advance laws of tunnel face, radial displacement distribution laws and surrounding rock pressure laws are obtained. Test results show that a multivariate information monitoring system has the advantage of high precision, stability and strong anti-jamming capability. It lays a solid foundation for the real-time data monitoring of the tunnel construction process model test.
topic tunnel engineering
model test
multivariate information
dynamic monitoring
url http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0087/ace-2015-0087.xml?format=INT
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AT luoy multivariateinformationdynamicmonitoringsystemapplicationoftunnelconstructionprocessmodeltest
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