期刊
JOURNAL OF MATERIALS IN CIVIL ENGINEERING
卷 32, 期 1, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0002922
关键词
Mine shaft-lining concrete; Mechanical damage; Failure behavior; Uniaxial compression; High pore-water pressure; Constitutive damage model
资金
- National Natural Science Foundation of China [51674006]
- Anhui University [gxbjZD09]
- Anhui Provincial Natural Science Foundation Youth Project [1908085QE185]
- Anhui Provincial College of Natural Science Research Key Project [KJ2018A0098]
- China Postdoctoral Science Foundation [2018M642502]
- Science Research Foundation for Young Teachers in Anhui University of Science and Technology [QN2017211]
In order to investigate the effects of high pore-water pressure on the mechanical damage and failure behavior of mine shaft-lining concrete, specimens were immersed in a high-water-pressure container (up to 10 MPa) to form a high hydraulic gradient similar to that present in shaft-lining concrete in deep aquifers. The acoustic-wave velocity, strength, elastic modulus, and microcrack propagation were correlated through a mixed orthogonal experimental scheme in which the water pressure, exposure time, and concrete strength, were varied over 16 tests. The experimental results indicate that high pore-water pressure accelerates the damage process of shaft-lining concrete, resulting in increased modulus of elasticity, decreased peak strength with increasing water pressure and exposure time, and greater microcrack propagation in lower-strength-grade concrete (e.g., C60). In addition, most of the specimens failed by shear cracking. A damage evolution equation and constitutive model of shaft-lining concrete under uniaxial compression considering the effects of high pore pressure is established. The model shows good agreement with the experimental results.
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