Experimental Study on Damage Properties of Granites Under Flowing Acid Solution

In order to study the deterioration characteristics of the tunnel surrounding rock under the scouring of flowing groundwater, we ratioed similar acidic solutions based on groundwater composition. The microstructure of granite samples cored on site, deformation features, and evolution characteristics...

Full description

Bibliographic Details
Main Authors: Wei Chen, Wen Wan, Yanlin Zhao, Qiuhong Wu, Huan He, Wenqing Peng, Xiaofan Wu, Yu Zhou, Li Wu, Senlin Xie
Format: Article
Language:English
Published: Frontiers Media S.A. 2022-07-01
Series:Frontiers in Earth Science
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/feart.2022.927159/full
_version_ 1811292593347100672
author Wei Chen
Wei Chen
Wen Wan
Yanlin Zhao
Qiuhong Wu
Huan He
Wenqing Peng
Xiaofan Wu
Yu Zhou
Li Wu
Senlin Xie
author_facet Wei Chen
Wei Chen
Wen Wan
Yanlin Zhao
Qiuhong Wu
Huan He
Wenqing Peng
Xiaofan Wu
Yu Zhou
Li Wu
Senlin Xie
author_sort Wei Chen
collection DOAJ
description In order to study the deterioration characteristics of the tunnel surrounding rock under the scouring of flowing groundwater, we ratioed similar acidic solutions based on groundwater composition. The microstructure of granite samples cored on site, deformation features, and evolution characteristics of mechanical parameters under saturations with different flow rates and various pH values were analyzed using scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), nuclear magnetic resonance (NMR), and X-ray diffraction (XRD). The results indicate the following: 1) compared with the static water condition, the higher flow rate produces greater relative changes in granite’s microstructure, porosity, mass, and pH of the immersed solution. Moreover, the rate of change is relatively fast in the early stage and gradually slows down until it reaches a stable state. 2) Compared with the natural dry condition, the solution with a lower pH value causes the structural framework of the specimen to loosen, the mass loss degree to increase, and the porosity dispersion to intensify. 3) The dynamic water is more sensitive than the static water to the elastic vertical wave velocity of granite. Compared with the dry sample, the elastic longitudinal wave velocity of the sample in acidic solution with pH = 2 and flow rates of 0, 150, and 300 mm·s−1 for 49 days decreased by 8.7, 10.9, and 13.5%, respectively, which accelerates the instability and failure of the granite surroundings.
first_indexed 2024-04-13T04:48:35Z
format Article
id doaj.art-3fff36bf29e747b9a6e92ac389a4e8bc
institution Directory Open Access Journal
issn 2296-6463
language English
last_indexed 2024-04-13T04:48:35Z
publishDate 2022-07-01
publisher Frontiers Media S.A.
record_format Article
series Frontiers in Earth Science
spelling doaj.art-3fff36bf29e747b9a6e92ac389a4e8bc2022-12-22T03:01:46ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632022-07-011010.3389/feart.2022.927159927159Experimental Study on Damage Properties of Granites Under Flowing Acid SolutionWei Chen0Wei Chen1Wen Wan2Yanlin Zhao3Qiuhong Wu4Huan He5Wenqing Peng6Xiaofan Wu7Yu Zhou8Li Wu9Senlin Xie10Department of Building Engineering, Hunan Institute of Engineering, Xiangtan, ChinaSchool of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, ChinaMianyang Economic-Technological Development Zone, Sichuan University of Culture and Arts, Mianyang, ChinaSchool of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Mathematics and Computational Science, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Resource, Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Earth Sciences and Spatial Information Engineering, Hunan University of Science and Technology, Xiangtan, ChinaSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, ChinaIn order to study the deterioration characteristics of the tunnel surrounding rock under the scouring of flowing groundwater, we ratioed similar acidic solutions based on groundwater composition. The microstructure of granite samples cored on site, deformation features, and evolution characteristics of mechanical parameters under saturations with different flow rates and various pH values were analyzed using scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), nuclear magnetic resonance (NMR), and X-ray diffraction (XRD). The results indicate the following: 1) compared with the static water condition, the higher flow rate produces greater relative changes in granite’s microstructure, porosity, mass, and pH of the immersed solution. Moreover, the rate of change is relatively fast in the early stage and gradually slows down until it reaches a stable state. 2) Compared with the natural dry condition, the solution with a lower pH value causes the structural framework of the specimen to loosen, the mass loss degree to increase, and the porosity dispersion to intensify. 3) The dynamic water is more sensitive than the static water to the elastic vertical wave velocity of granite. Compared with the dry sample, the elastic longitudinal wave velocity of the sample in acidic solution with pH = 2 and flow rates of 0, 150, and 300 mm·s−1 for 49 days decreased by 8.7, 10.9, and 13.5%, respectively, which accelerates the instability and failure of the granite surroundings.https://www.frontiersin.org/articles/10.3389/feart.2022.927159/fullgranite surroundingsrock mechanics parameterseffect of solution velocityhydration corrosiondamage mechanism
spellingShingle Wei Chen
Wei Chen
Wen Wan
Yanlin Zhao
Qiuhong Wu
Huan He
Wenqing Peng
Xiaofan Wu
Yu Zhou
Li Wu
Senlin Xie
Experimental Study on Damage Properties of Granites Under Flowing Acid Solution
Frontiers in Earth Science
granite surroundings
rock mechanics parameters
effect of solution velocity
hydration corrosion
damage mechanism
title Experimental Study on Damage Properties of Granites Under Flowing Acid Solution
title_full Experimental Study on Damage Properties of Granites Under Flowing Acid Solution
title_fullStr Experimental Study on Damage Properties of Granites Under Flowing Acid Solution
title_full_unstemmed Experimental Study on Damage Properties of Granites Under Flowing Acid Solution
title_short Experimental Study on Damage Properties of Granites Under Flowing Acid Solution
title_sort experimental study on damage properties of granites under flowing acid solution
topic granite surroundings
rock mechanics parameters
effect of solution velocity
hydration corrosion
damage mechanism
url https://www.frontiersin.org/articles/10.3389/feart.2022.927159/full
work_keys_str_mv AT weichen experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT weichen experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT wenwan experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT yanlinzhao experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT qiuhongwu experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT huanhe experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT wenqingpeng experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT xiaofanwu experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT yuzhou experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT liwu experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution
AT senlinxie experimentalstudyondamagepropertiesofgranitesunderflowingacidsolution