Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis

We aim to understand the relaxation of columnar joint rock masses during the excavation process of the diversion tunnel of the Baihetan hydropower station. This paper inverts the deformation parameters of the relaxed columnar joint rock based on the displacement monitoring data, and introduces a rel...

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Autores principales: Jun Yu, Qiang Zhang, Weiya Xu, Rubin Wang, Han Zhang
Formato: article
Lenguaje:EN
Publicado: Frontiers Media S.A. 2021
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Acceso en línea:https://doaj.org/article/559b88b1d2a94abda3436fb4be5f8460
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spelling oai:doaj.org-article:559b88b1d2a94abda3436fb4be5f84602021-11-08T12:11:43ZStudy on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis2296-646310.3389/feart.2021.779537https://doaj.org/article/559b88b1d2a94abda3436fb4be5f84602021-11-01T00:00:00Zhttps://www.frontiersin.org/articles/10.3389/feart.2021.779537/fullhttps://doaj.org/toc/2296-6463We aim to understand the relaxation of columnar joint rock masses during the excavation process of the diversion tunnel of the Baihetan hydropower station. This paper inverts the deformation parameters of the relaxed columnar joint rock based on the displacement monitoring data, and introduces a relaxation factor to describe the deterioration degree of anisotropic parameters of the relaxed columnar jointed rock. The equivalent strain is proposed as the criterion of unloading relaxation and the threshold is also given. Based on the software Flac3d, a program for calculating anisotropic elastoplastic model is developed. The distribution of the relaxation zone of the diversion tunnel after excavation is simulated, and compared with the results of the acoustic detection to verify the correctness and rationality of the program, which can provide a necessary reference for the design and construction of hydropower projects.Jun YuQiang ZhangWeiya XuRubin WangHan ZhangFrontiers Media S.A.articlethe unloading relaxationanisotropyrelaxation factorequivalent straincolumnar jointed rock massScienceQENFrontiers in Earth Science, Vol 9 (2021)
institution DOAJ
collection DOAJ
language EN
topic the unloading relaxation
anisotropy
relaxation factor
equivalent strain
columnar jointed rock mass
Science
Q
spellingShingle the unloading relaxation
anisotropy
relaxation factor
equivalent strain
columnar jointed rock mass
Science
Q
Jun Yu
Qiang Zhang
Weiya Xu
Rubin Wang
Han Zhang
Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis
description We aim to understand the relaxation of columnar joint rock masses during the excavation process of the diversion tunnel of the Baihetan hydropower station. This paper inverts the deformation parameters of the relaxed columnar joint rock based on the displacement monitoring data, and introduces a relaxation factor to describe the deterioration degree of anisotropic parameters of the relaxed columnar jointed rock. The equivalent strain is proposed as the criterion of unloading relaxation and the threshold is also given. Based on the software Flac3d, a program for calculating anisotropic elastoplastic model is developed. The distribution of the relaxation zone of the diversion tunnel after excavation is simulated, and compared with the results of the acoustic detection to verify the correctness and rationality of the program, which can provide a necessary reference for the design and construction of hydropower projects.
format article
author Jun Yu
Qiang Zhang
Weiya Xu
Rubin Wang
Han Zhang
author_facet Jun Yu
Qiang Zhang
Weiya Xu
Rubin Wang
Han Zhang
author_sort Jun Yu
title Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis
title_short Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis
title_full Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis
title_fullStr Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis
title_full_unstemmed Study on Unloading Relaxation Characteristics of Columnar Jointed Rock Masses Based on Displacement Back Analysis
title_sort study on unloading relaxation characteristics of columnar jointed rock masses based on displacement back analysis
publisher Frontiers Media S.A.
publishDate 2021
url https://doaj.org/article/559b88b1d2a94abda3436fb4be5f8460
work_keys_str_mv AT junyu studyonunloadingrelaxationcharacteristicsofcolumnarjointedrockmassesbasedondisplacementbackanalysis
AT qiangzhang studyonunloadingrelaxationcharacteristicsofcolumnarjointedrockmassesbasedondisplacementbackanalysis
AT weiyaxu studyonunloadingrelaxationcharacteristicsofcolumnarjointedrockmassesbasedondisplacementbackanalysis
AT rubinwang studyonunloadingrelaxationcharacteristicsofcolumnarjointedrockmassesbasedondisplacementbackanalysis
AT hanzhang studyonunloadingrelaxationcharacteristicsofcolumnarjointedrockmassesbasedondisplacementbackanalysis
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