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Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor

Underground displacement monitoring is a key means to monitor and evaluate geological disasters and geotechnical projects. There exist few practical instruments able to monitor subsurface horizontal and vertical displacements simultaneously due to monitoring invisibility and complexity. A novel unde...

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Autores principales: Shentu, Nanying, Qiu, Guohua, Li, Qing, Tong, Renyuan, Shentu, Nankai, Wang, Yanjie
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2015
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4431304/
https://www.ncbi.nlm.nih.gov/pubmed/25871714
http://dx.doi.org/10.3390/s150408406
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author Shentu, Nanying
Qiu, Guohua
Li, Qing
Tong, Renyuan
Shentu, Nankai
Wang, Yanjie
author_facet Shentu, Nanying
Qiu, Guohua
Li, Qing
Tong, Renyuan
Shentu, Nankai
Wang, Yanjie
author_sort Shentu, Nanying
collection PubMed
description Underground displacement monitoring is a key means to monitor and evaluate geological disasters and geotechnical projects. There exist few practical instruments able to monitor subsurface horizontal and vertical displacements simultaneously due to monitoring invisibility and complexity. A novel underground displacement 3D measuring sensor had been proposed in our previous studies, and great efforts have been taken in the basic theoretical research of underground displacement sensing and measuring characteristics by virtue of modeling, simulation and experiments. This paper presents an innovative underground displacement joint inversion method by mixing a specific forward modeling approach with an approximate optimization inversion procedure. It can realize a joint inversion of underground horizontal displacement and vertical displacement for the proposed 3D sensor. Comparative studies have been conducted between the measured and inversed parameters of underground horizontal and vertical displacements under a variety of experimental and inverse conditions. The results showed that when experimentally measured horizontal displacements and vertical displacements are both varied within 0 ~ 30 mm, horizontal displacement and vertical displacement inversion discrepancies are generally less than 3 mm and 1 mm, respectively, under three kinds of simulated underground displacement monitoring circumstances. This implies that our proposed underground displacement joint inversion method is robust and efficient to predict the measuring values of underground horizontal and vertical displacements for the proposed sensor.
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spelling pubmed-44313042015-05-19 Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor Shentu, Nanying Qiu, Guohua Li, Qing Tong, Renyuan Shentu, Nankai Wang, Yanjie Sensors (Basel) Article Underground displacement monitoring is a key means to monitor and evaluate geological disasters and geotechnical projects. There exist few practical instruments able to monitor subsurface horizontal and vertical displacements simultaneously due to monitoring invisibility and complexity. A novel underground displacement 3D measuring sensor had been proposed in our previous studies, and great efforts have been taken in the basic theoretical research of underground displacement sensing and measuring characteristics by virtue of modeling, simulation and experiments. This paper presents an innovative underground displacement joint inversion method by mixing a specific forward modeling approach with an approximate optimization inversion procedure. It can realize a joint inversion of underground horizontal displacement and vertical displacement for the proposed 3D sensor. Comparative studies have been conducted between the measured and inversed parameters of underground horizontal and vertical displacements under a variety of experimental and inverse conditions. The results showed that when experimentally measured horizontal displacements and vertical displacements are both varied within 0 ~ 30 mm, horizontal displacement and vertical displacement inversion discrepancies are generally less than 3 mm and 1 mm, respectively, under three kinds of simulated underground displacement monitoring circumstances. This implies that our proposed underground displacement joint inversion method is robust and efficient to predict the measuring values of underground horizontal and vertical displacements for the proposed sensor. MDPI 2015-04-13 /pmc/articles/PMC4431304/ /pubmed/25871714 http://dx.doi.org/10.3390/s150408406 Text en © 2015 by the authors; licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Shentu, Nanying
Qiu, Guohua
Li, Qing
Tong, Renyuan
Shentu, Nankai
Wang, Yanjie
Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor
title Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor
title_full Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor
title_fullStr Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor
title_full_unstemmed Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor
title_short Research on Joint Parameter Inversion for an Integrated Underground Displacement 3D Measuring Sensor
title_sort research on joint parameter inversion for an integrated underground displacement 3d measuring sensor
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4431304/
https://www.ncbi.nlm.nih.gov/pubmed/25871714
http://dx.doi.org/10.3390/s150408406
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