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Effect of High Temperature Cyclic Cooling on the Physical and Mechanical Properties of Granite
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Xiang ZHANG, Ying CHEN*, Zhen LEI, Xiang FAN, Yan-qi ZHAO
Science Technology and Engineering | 2025, 25(2) : 737 - 752
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Science Technology and Engineering | 2025, 25(2): 737-752
Papers·Architectural Science
Effect of High Temperature Cyclic Cooling on the Physical and Mechanical Properties of Granite
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Xiang ZHANG, Ying CHEN*, Zhen LEI, Xiang FAN, Yan-qi ZHAO
Affiliations
  • School of Architecture and Planning, Yunnan University, Kunming 650091, China
Published: 2025-01-18 doi: 10.12404/j.issn.1671-1815.2401172
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During the geothermal development of dry hot rock, the high temperature rock mass is subjected to repeated cold and thermal cycles. It leads to the rupture of thermal reservoirs and the change of physical and mechanical properties. In order to further explore the mechanism of the influence of temperature and cooling-heating cycle on rock characteristics, the granite specimens subjected to different high temperature nodal heat treatment were treated with natural cooling, fresh water cooling and seawater cooling respectively. The physical and mechanical indexes and microstructure were studied. The damage constitutive equations of granite under uniaxial compression with three cooling cycles were established. The results show as follows. With the increase of temperature and cycle times, the mass loss rate is in the order of freshwater cooling > natural cooling > seawater cooling, but at 600 ℃, serious particle breakup and shedding cause the mass loss of seawater cooling rock sample to exceed that of natural cooling. The elastic modulus, compressive strength and tensile strength are decreasing. The damage of water cooling to high temperature rock is greater than that of natural cooling. The damage effect of high temperature is more obvious than that of cycle times. The micro-cracks of seawater cooling rock sample are more developed. The damage variables consider the effects of temperature and cycle times, and add the damage coefficient to consider the damage effects of freshwater cooling and seawater cooling. The uniaxial compressive stress-strain curves combined with damage analysis under load are compared with the experimental results in a high degree of fitting, which reflects the rationality of the model.

high temperature granite  /  cyclic cooling  /  physical and mechanical properties  /  microstructure  /  damage constitutive model
Xiang ZHANG, Ying CHEN, Zhen LEI, Xiang FAN, Yan-qi ZHAO. Effect of High Temperature Cyclic Cooling on the Physical and Mechanical Properties of Granite[J]. Science Technology and Engineering, 2025 , 25 (2) : 737 -752 . DOI: 10.12404/j.issn.1671-1815.2401172
Year 2025 volume 25 Issue 2
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doi: 10.12404/j.issn.1671-1815.2401172
  • Receive Date:2024-02-23
  • Online Date:2025-12-05
  • Published:2025-01-18
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  • Received:2024-02-23
  • Revised:2024-10-24
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    School of Architecture and Planning, Yunnan University, Kunming 650091, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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