Journal
REVIEWS ON ADVANCED MATERIALS SCIENCE
Volume 60, Issue 1, Pages 846-852Publisher
DE GRUYTER POLAND SP Z O O
DOI: 10.1515/rams-2021-0070
Keywords
CT scan; confining pressure; statistical distri-bution; damage variable
Funding
- National Natural Science Foundation of China [51609080, 51708188]
Ask authors/readers for more resources
CT scanning technology was used to investigate marble specimens under different confining pressures, revealing statistical regularity in the CT numbers with increasing confining pressure. The conventional triaxial tests showed higher average CT numbers compared to graded loading tests, while the variances were lower. Damage variables of the rock specimens decreased with increasing confining pressure, and were higher in graded loading tests compared to conventional triaxial tests.
Computed tomography (CT) scanning technology is helpful in investigating rock materials as it can demon-strate 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 cor-responding 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 con-fining 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.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available