Investigation on the relationship between CT numbers and marble failure under different confining pressures

Computed tomography (CT) scanning technology is helpful in investigating rock materials as it can demonstrate the micro structure of rock clearly. Conventional triaxial compression tests and the corresponding graded triaxial loading tests were carried out to investigate the complex failure mechanism...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autores principales: Yan-Shuang Yang, Kai-Yue Li, Hui Zhou, Hao-Yuan Tian, Wei Cheng, Zhan-Rong Zhang, Musonda Kaunda
Formato: article
Lenguaje:EN
Publicado: De Gruyter 2021
Materias:
T
Acceso en línea:https://doaj.org/article/c320fc9b44c74897a2aa77a24e88a2a8
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:c320fc9b44c74897a2aa77a24e88a2a8
record_format dspace
spelling oai:doaj.org-article:c320fc9b44c74897a2aa77a24e88a2a82021-12-05T14:11:03ZInvestigation on the relationship between CT numbers and marble failure under different confining pressures1605-812710.1515/rams-2021-0070https://doaj.org/article/c320fc9b44c74897a2aa77a24e88a2a82021-11-01T00:00:00Zhttps://doi.org/10.1515/rams-2021-0070https://doaj.org/toc/1605-8127Computed tomography (CT) scanning technology is helpful in investigating rock materials as it can demonstrate the micro structure of rock clearly. Conventional triaxial compression tests and the corresponding graded triaxial loading tests were carried out to investigate the complex failure mechanism of the marble at the Jinping Hydropower Station. After that CT-scanning tests were done on the loaded marble specimens. The test results show that (1) the CT numbers of the specimens have a certain statistical regularity, that is, the CT numbers of the specimens under different confining pressures satisfy the Weibull distribution, as the confining pressure increases, the mean values rise while variances decrease; (2) in the two groups of tests, the average CT numbers corresponding to the conventional triaxial tests are higher than those corresponding to the graded loading tests, but the CT number variances are lower than those of the graded loading tests; and (3) according to meso-damage mechanics, the damage variables of the rock specimens were established based on the definition of CT numbers. The calculation results show that the damage variables decrease with the increase in confining pressure, the damage variables of the rock specimens in the graded loading tests are higher than those in the conventional triaxial test, and the differences between the two loading tests have grown with the increase in confining pressure.Yan-Shuang YangKai-Yue LiHui ZhouHao-Yuan TianWei ChengZhan-Rong ZhangMusonda KaundaDe Gruyterarticlect scanconfining pressurestatistical distributiondamage variableTechnologyTChemical technologyTP1-1185ENReviews on Advanced Materials Science, Vol 60, Iss 1, Pp 846-852 (2021)
institution DOAJ
collection DOAJ
language EN
topic ct scan
confining pressure
statistical distribution
damage variable
Technology
T
Chemical technology
TP1-1185
spellingShingle ct scan
confining pressure
statistical distribution
damage variable
Technology
T
Chemical technology
TP1-1185
Yan-Shuang Yang
Kai-Yue Li
Hui Zhou
Hao-Yuan Tian
Wei Cheng
Zhan-Rong Zhang
Musonda Kaunda
Investigation on the relationship between CT numbers and marble failure under different confining pressures
description Computed tomography (CT) scanning technology is helpful in investigating rock materials as it can demonstrate the micro structure of rock clearly. Conventional triaxial compression tests and the corresponding graded triaxial loading tests were carried out to investigate the complex failure mechanism of the marble at the Jinping Hydropower Station. After that CT-scanning tests were done on the loaded marble specimens. The test results show that (1) the CT numbers of the specimens have a certain statistical regularity, that is, the CT numbers of the specimens under different confining pressures satisfy the Weibull distribution, as the confining pressure increases, the mean values rise while variances decrease; (2) in the two groups of tests, the average CT numbers corresponding to the conventional triaxial tests are higher than those corresponding to the graded loading tests, but the CT number variances are lower than those of the graded loading tests; and (3) according to meso-damage mechanics, the damage variables of the rock specimens were established based on the definition of CT numbers. The calculation results show that the damage variables decrease with the increase in confining pressure, the damage variables of the rock specimens in the graded loading tests are higher than those in the conventional triaxial test, and the differences between the two loading tests have grown with the increase in confining pressure.
format article
author Yan-Shuang Yang
Kai-Yue Li
Hui Zhou
Hao-Yuan Tian
Wei Cheng
Zhan-Rong Zhang
Musonda Kaunda
author_facet Yan-Shuang Yang
Kai-Yue Li
Hui Zhou
Hao-Yuan Tian
Wei Cheng
Zhan-Rong Zhang
Musonda Kaunda
author_sort Yan-Shuang Yang
title Investigation on the relationship between CT numbers and marble failure under different confining pressures
title_short Investigation on the relationship between CT numbers and marble failure under different confining pressures
title_full Investigation on the relationship between CT numbers and marble failure under different confining pressures
title_fullStr Investigation on the relationship between CT numbers and marble failure under different confining pressures
title_full_unstemmed Investigation on the relationship between CT numbers and marble failure under different confining pressures
title_sort investigation on the relationship between ct numbers and marble failure under different confining pressures
publisher De Gruyter
publishDate 2021
url https://doaj.org/article/c320fc9b44c74897a2aa77a24e88a2a8
work_keys_str_mv AT yanshuangyang investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
AT kaiyueli investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
AT huizhou investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
AT haoyuantian investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
AT weicheng investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
AT zhanrongzhang investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
AT musondakaunda investigationontherelationshipbetweenctnumbersandmarblefailureunderdifferentconfiningpressures
_version_ 1718371444359954432