Statistical Damage Model of Altered Granite under Dry-Wet Cycles
Abstract
:1. Introduction
2. Materials and Methods
2.1. Research Background
2.2. Sample Tested
2.3. Test of Dry-Wet Cycles
2.4. Results of Uniaxial Compression Test
3. Damage Variables under Dry-Wet Cycles
3.1. Hydraulic Damage Variable (Dw)
3.2. Loading Damage Variable (Dm)
3.3. Comprehensive Damage Variable (D)
4. Damage Constitutive Model under Dry-Wet Cycles
4.1. Damage Constitutive Model
4.2. Comparison of Damage Model and Test Results
4.3. Discussion
5. Conclusions
Author Contributions
Funding
Acknowledgments
Conflicts of Interest
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Number of Cycles | μ | R2 | |
---|---|---|---|
0 | 8.653 | 0.394 | 0.9758 |
5 | 8.667 | 0.614 | 0.9787 |
15 | 8.592 | 0.505 | 0.9622 |
20 | 8.637 | 0.618 | 0.9404 |
30 | 8.297 | 0.577 | 0.9132 |
60 | 8.140 | 0.589 | 0.9163 |
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Chen, X.; He, P.; Qin, Z.; Li, J.; Gong, Y. Statistical Damage Model of Altered Granite under Dry-Wet Cycles. Symmetry 2019, 11, 41. https://doi.org/10.3390/sym11010041
Chen X, He P, Qin Z, Li J, Gong Y. Statistical Damage Model of Altered Granite under Dry-Wet Cycles. Symmetry. 2019; 11(1):41. https://doi.org/10.3390/sym11010041
Chicago/Turabian StyleChen, Xuxin, Ping He, Zhe Qin, Jianye Li, and Yanping Gong. 2019. "Statistical Damage Model of Altered Granite under Dry-Wet Cycles" Symmetry 11, no. 1: 41. https://doi.org/10.3390/sym11010041