Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering

The inverse analysis method based on in situ measurement information provides a new approach to determine the mechanical parameters of rock mass. The accurate on-site monitoring data is the prerequisite and basis for the success of displacement back analysis. To improve the accuracy of requirement p...

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Main Authors: Yongtao Li, Zhizeng Zhang
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2022/3320738
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author Yongtao Li
Zhizeng Zhang
author_facet Yongtao Li
Zhizeng Zhang
author_sort Yongtao Li
collection DOAJ
description The inverse analysis method based on in situ measurement information provides a new approach to determine the mechanical parameters of rock mass. The accurate on-site monitoring data is the prerequisite and basis for the success of displacement back analysis. To improve the accuracy of requirement parameters, a reasonable layout program should be developed to optimize the layout of the measuring position. In order to study the optimal arrangement of measuring points in anisotropic rock mass, the layout optimization of measuring points around a tunnel in the transversely isotropic rock mass is studied according to the maximum sensitivity criteria. The influence of the spatial location of the measuring points on the measurement of the tunnel deformation is obtained. The results indicate that the measuring point should be arranged close to the extreme point in the direction of the larger principal stress.
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institution Kabale University
issn 1468-8123
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spelling doaj-art-b917804f7af34ac98c48742170807c632025-02-03T05:50:00ZengWileyGeofluids1468-81232022-01-01202210.1155/2022/3320738Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass EngineeringYongtao Li0Zhizeng Zhang1School of Construction EngineeringCollege of Civil Engineering and ArchitectureThe inverse analysis method based on in situ measurement information provides a new approach to determine the mechanical parameters of rock mass. The accurate on-site monitoring data is the prerequisite and basis for the success of displacement back analysis. To improve the accuracy of requirement parameters, a reasonable layout program should be developed to optimize the layout of the measuring position. In order to study the optimal arrangement of measuring points in anisotropic rock mass, the layout optimization of measuring points around a tunnel in the transversely isotropic rock mass is studied according to the maximum sensitivity criteria. The influence of the spatial location of the measuring points on the measurement of the tunnel deformation is obtained. The results indicate that the measuring point should be arranged close to the extreme point in the direction of the larger principal stress.http://dx.doi.org/10.1155/2022/3320738
spellingShingle Yongtao Li
Zhizeng Zhang
Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
Geofluids
title Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
title_full Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
title_fullStr Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
title_full_unstemmed Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
title_short Application of the Maximum Sensitivity Principle in the Optimization of Measuring Point Arrangement in Transversely Isotropic Rock Mass Engineering
title_sort application of the maximum sensitivity principle in the optimization of measuring point arrangement in transversely isotropic rock mass engineering
url http://dx.doi.org/10.1155/2022/3320738
work_keys_str_mv AT yongtaoli applicationofthemaximumsensitivityprincipleintheoptimizationofmeasuringpointarrangementintransverselyisotropicrockmassengineering
AT zhizengzhang applicationofthemaximumsensitivityprincipleintheoptimizationofmeasuringpointarrangementintransverselyisotropicrockmassengineering