Experimental study on biaxial dynamical compressive test and PFC2D numerical simulation of artificial rock sample with single joint
1
School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
2
Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing,210029, China
3
China Construction Third Bureau First Engineering Co., Ltd., Wuhan 430040, China
4
Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China
Submission date: 2022-06-25
Final revision date: 2022-11-09
Acceptance date: 2022-11-29
Publication date: 2023-04-03
Archives of Civil Engineering 2023;1(1):213-229
KEYWORDS
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ABSTRACT
Dynamic biaxial compression tests and Particle Flow Code numerical simulations of the cement mortar specimens with a single joint were carried out to study the mechanical properties and crack evolution of artificial rock samples with a single joint. The effects of lateral stress
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| eISSN: | 2300-3103 |
| ISSN: | 1230-2945 |
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