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A direct shear apparatus for intact rock under dynamic moisture content
Liyao Ma1,2, Bin Hu1,2, Kai Cui1,2
1School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei, China.
Changes in rock moisture content significantly impact long-term shear strength and deformation. This study developed a novel apparatus to test rock shear creep under varying moisture conditions, crucial for predicting engineering rock mass stability.
Area of Science:
- Geotechnical Engineering
- Rock Mechanics
- Material Science
Background:
- Rock moisture content fluctuates with environmental conditions, affecting mechanical properties during prolonged creep.
- Understanding these changes is vital for assessing the stability of rock masses in engineering applications.
Purpose of the Study:
- To investigate the influence of moisture content variations on the long-term shear strength and deformation of intact rock.
- To develop and validate a specialized shear apparatus capable of simulating dynamic moisture changes.
Main Methods:
- A novel shear apparatus was designed with fluid injection ports allowing alternate water and gas injection to control rock moisture content.
- The apparatus utilizes silicone gaskets and seals to maintain high fluid pressures (5 MPa) without leakage during testing.
- Shear creep tests were performed on argillaceous shale under constant and dynamic moisture conditions, with results modeled using the Nishihara model.
Main Results:
- Significant differences in long-term shear strength and deformation behavior were observed in argillaceous shale subjected to varying moisture content.
- The developed apparatus successfully controlled and monitored moisture content changes under sustained loading conditions.
Conclusions:
- The study demonstrates that moisture content is a critical factor influencing the shear creep properties of rocks.
- The novel rock shear apparatus facilitates quantitative analysis of rock behavior under changing moisture, offering practical value for predicting engineering rock mass stability, especially during rainfall events.
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