Abstract

Abstract Temperature significantly affects the physical and mechanical properties of granite. To have a comprehensive understanding of the thermal cycle effect on uniaxial compressive strength (UCS) and thermal damage rate, a series of thermal cycle experiments on granite specimens were carried out with five types of designed temperatures and five types of cycle number of thermal treatments. The experimental results indicate that UCS decreases and thermal damage rate increases as temperature and thermal cycle increase. UCS of specimens cooled in water condition after thermal damage treatment are lower than those cooled in air condition. In addition, two new phenomena related to thermal damage rate were observed. Firstly, previous studies have shown that a rapid value reduction of UCS of specimens with one thermal cycle treatment under air cooling condition can be observed at 400 ∘ C. While the temperature threshold for the specimens treated with more than one thermal cycle under water cooling condition increases to 550 ∘ C. Secondly, a thoroughly antipodal evolution law of the thermal damage rate for the specimens with multiple thermal cycle treatments is also observed as compared to those treated by only one thermal cycle. These differences might be induced by the different microcrack initial time and their development speed. The new findings are important to understand the failure mechanism and variation process of physical and mechanical properties of granite specimens subjected to thermal cycles.

Highlights

  • Temperature significantly affects the physical and mechanical properties of granite

  • The comparison between the specimens (1 thermal cycle) cooled in air (AG) and cooled in water indicates that the cooling type does not affect the uniaxial compressive strength (UCS) of the specimens at 250∘C much, while it affects the UCS more significantly as the temperatures increase to 350∘C and 450∘C, the UCS of specimens cooled in water are smaller than those cooled in air

  • In order to improve the reliability of the observed phenomenon, some test results of UCS of specimens subjected to various temperatures and cooled in air cooling (AG) condition from previous studies [2, 19,20,21,22,23] are shown in Figure 3a with the same type test results obtained from this study. These results indicate that the UCS of granite specimens cooled in AG condition have a rapid reduction at 400∘C which is lower than those cooled in water condition

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Summary

Introduction

Abstract: Temperature significantly affects the physical and mechanical properties of granite. To have a comprehensive understanding of the thermal cycle effect on uniaxial compressive strength (UCS) and thermal damage rate, a series of thermal cycle experiments on granite specimens were carried out with five types of designed temperatures and five types of cycle number of thermal treatments. A thoroughly antipodal evolution law of the thermal damage rate for the specimens with multiple thermal cycle treatments is observed as compared to those treated by only one thermal cycle These differences might be induced by the different microcrack initial time and their development speed. Fan et al [16] presented an investigation of thermal effect on micro-properties of granite through X-ray CT technique These studies were all based on one time thermal treatment in term of heating the specimens to a designed temperature with a specific heating rate. The end surfaces were flat with an accuracy of 0.02 mm

Thermal cycle treatment
Uniaxial compression test
Results
Discussions
Conclusion
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