Mechanical properties and fracture surface roughness of thermally damaged granite under dynamic splitting

被引:0
|
作者
Yijin Qian
Peng Jia
Songze Mao
Jialiang Lu
机构
[1] School of Resources and Civil Engineering
[2] Northeastern University
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
D O I
暂无
中图分类号
TU45 [岩石(岩体)力学及岩石测试];
学科分类号
0801 ; 080104 ; 0815 ;
摘要
In order to understand the mechanical properties and the fracture surface roughness characteristics of thermally damaged granite under dynamic splitting,dynamic Brazilian splitting tests were conducted on granite samples after thermal treatment at 25, 200, 400, and 600℃. Results show that the dynamic peak splitting strength of thermally damaged granite samples increases with increasing strain rate, showing obvious strain-rate sensitivity. With increasing temperature,thermally induced cracks in granite transform from intergranular cracks to intragranular cracks, and to a transgranular crack network. Thermally induced damages reduce the dynamic peak splitting strength and the maximum absorbed energy while increasing the peak radial strain. The fracture mode of the thermally damaged granite under dynamic loads is mode Ⅱ splitting failure. By using the axial roughness index Z2a, the distribution ranges of the wedge-shaped failure zones and the tensile failure zones in the fracture surfaces under dynamic Brazilian splitting can be effectively identified. The radial roughness index Z2ris sensitive to the strain rate and temperature. It shows a linear correlation with the peak splitting strength and the maximum absorbed energy and a linear negative correlation with the peak radial strain. Z2rcan be used to quantitatively estimate the dynamic parameters based on the models proposed.
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页码:103 / 116
页数:14
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