Mechanical test of granite with multiple water–thermal cycles
Abstract To study the influence of thermal shock caused by water-cooling on the physical and mechanical properties of high-temperature granite, granite was subjected to an increasing number of high-temperature (300 °C) water-cooling and thermal shock treatment cycles, and static mechanical experimen...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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SpringerOpen
2021-01-01
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| Series: | Geothermal Energy |
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| Online Access: | https://doi.org/10.1186/s40517-021-00186-z |
| _version_ | 1818379879600619520 |
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| author | Li Yu Hai-Wang Peng Yu Zhang Guo-wei Li |
| author_facet | Li Yu Hai-Wang Peng Yu Zhang Guo-wei Li |
| author_sort | Li Yu |
| collection | DOAJ |
| description | Abstract To study the influence of thermal shock caused by water-cooling on the physical and mechanical properties of high-temperature granite, granite was subjected to an increasing number of high-temperature (300 °C) water-cooling and thermal shock treatment cycles, and static mechanical experiments were carried out on the treated granite. The results support the following conclusions: (1) thermal shock causes an increase in the number and size of the pores and cracks within the granite; thus, its volume expands, density decreases, water absorption rate increases, and P-wave velocity decreases. (2) With an increase in the number of thermal shocks, both the compressive strength and tensile strength of the granite decrease, and there is a linear relationship between the compressive strength and tensile strength. (3) With an increase in the number of thermal shocks, the plasticity of the granite increases and its resistance to deformation weakens, which is manifested as a decrease in both the compressive modulus and tensile modulus of the granite. After 15 cycles of thermal shock, the compressive elastic modulus and tensile modulus of the granite decreased by 25.18% and 46.76%, respectively. (4) The m and s values of the damaged granite were calculated based on the Hoek–Brown empirical criterion, and it was found that both of these parameters decrease with the increase in the number of thermal shocks. The calculation results can provide a reference for engineering rock mass failure. |
| first_indexed | 2024-12-14T02:09:48Z |
| format | Article |
| id | doaj.art-20bef27fef1b4b99b6146307912a3786 |
| institution | Directory Open Access Journal |
| issn | 2195-9706 |
| language | English |
| last_indexed | 2024-12-14T02:09:48Z |
| publishDate | 2021-01-01 |
| publisher | SpringerOpen |
| record_format | Article |
| series | Geothermal Energy |
| spelling | doaj.art-20bef27fef1b4b99b6146307912a37862022-12-21T23:20:47ZengSpringerOpenGeothermal Energy2195-97062021-01-019112010.1186/s40517-021-00186-zMechanical test of granite with multiple water–thermal cyclesLi Yu0Hai-Wang Peng1Yu Zhang2Guo-wei Li3College of Civil Engineering and Architecture, Hebei UniversityCollege of Civil Engineering and Architecture, Hebei UniversityCollege of Civil Engineering and Architecture, Hebei UniversityCollege of Civil Engineering and Architecture, Hebei UniversityAbstract To study the influence of thermal shock caused by water-cooling on the physical and mechanical properties of high-temperature granite, granite was subjected to an increasing number of high-temperature (300 °C) water-cooling and thermal shock treatment cycles, and static mechanical experiments were carried out on the treated granite. The results support the following conclusions: (1) thermal shock causes an increase in the number and size of the pores and cracks within the granite; thus, its volume expands, density decreases, water absorption rate increases, and P-wave velocity decreases. (2) With an increase in the number of thermal shocks, both the compressive strength and tensile strength of the granite decrease, and there is a linear relationship between the compressive strength and tensile strength. (3) With an increase in the number of thermal shocks, the plasticity of the granite increases and its resistance to deformation weakens, which is manifested as a decrease in both the compressive modulus and tensile modulus of the granite. After 15 cycles of thermal shock, the compressive elastic modulus and tensile modulus of the granite decreased by 25.18% and 46.76%, respectively. (4) The m and s values of the damaged granite were calculated based on the Hoek–Brown empirical criterion, and it was found that both of these parameters decrease with the increase in the number of thermal shocks. The calculation results can provide a reference for engineering rock mass failure.https://doi.org/10.1186/s40517-021-00186-zGraniteThermal shockUniaxial compressionBrazilian splittingMechanical properties |
| spellingShingle | Li Yu Hai-Wang Peng Yu Zhang Guo-wei Li Mechanical test of granite with multiple water–thermal cycles Geothermal Energy Granite Thermal shock Uniaxial compression Brazilian splitting Mechanical properties |
| title | Mechanical test of granite with multiple water–thermal cycles |
| title_full | Mechanical test of granite with multiple water–thermal cycles |
| title_fullStr | Mechanical test of granite with multiple water–thermal cycles |
| title_full_unstemmed | Mechanical test of granite with multiple water–thermal cycles |
| title_short | Mechanical test of granite with multiple water–thermal cycles |
| title_sort | mechanical test of granite with multiple water thermal cycles |
| topic | Granite Thermal shock Uniaxial compression Brazilian splitting Mechanical properties |
| url | https://doi.org/10.1186/s40517-021-00186-z |
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