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冻融循环条件下英安岩的物理力学特性试验研究
引用本文:王劲翔,丁军浩,邓辉,蒋帅男,王浪. 冻融循环条件下英安岩的物理力学特性试验研究[J]. 科学技术与工程, 2017, 17(17)
作者姓名:王劲翔  丁军浩  邓辉  蒋帅男  王浪
作者单位:成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都理工大学 地质灾害防治与地质环境保护国家重点实验室
基金项目:国家自然科学-油气场深部多期地应力场反演及裂缝预测研究(编号:41272332)
摘    要:通过模拟高寒地区自然条件,对西藏某电站坝址英安岩进行饱水条件下冻融循环试验、电镜扫描试验和单轴、三轴抗压强度试验。通过对冻融循环条件下英安岩的物理特性(质量变化、声波变化、微观裂隙发展)和力学特性的研究,发现冻融循环作用会导致岩石内部裂隙扩展和颗粒析出,且后者劣化程度明显弱于前者,但最终均趋于稳定;同时,随冻融循环次数的增加,岩石强度参数值逐渐减小、抗冻性减弱,而围压的增加却能够弱化冻融循环对英安岩的损伤。

关 键 词:英安岩 电镜扫描 强度参数 冻融循环 围压
收稿时间:2016-12-19
修稿时间:2017-02-14

Experimental study on physical and mechanical properties of rock under the condition of freeze-thaw cycles
WANG Jin-xiang,DING Jun-hao,DENG Hui,JIANG Shuai-nan and WANG Lang. Experimental study on physical and mechanical properties of rock under the condition of freeze-thaw cycles[J]. Science Technology and Engineering, 2017, 17(17)
Authors:WANG Jin-xiang  DING Jun-hao  DENG Hui  JIANG Shuai-nan  WANG Lang
Affiliation:State Key Laboratory of geological hazard prevention and control and geological environment protection,Chengdu University of Technology,State Key Laboratory of geological hazard prevention and control and geological environment protection,Chengdu University of Technology,State Key Laboratory of geological hazard prevention and control and geological environment protection,Chengdu University of Technology,State Key Laboratory of geological hazard prevention and control and geological environment protection,Chengdu University of Technology,State Key Laboratory of geological hazard prevention and control and geological environment protection,Chengdu University of Technology
Abstract:By simulating the natural condition of the alpine region, a power station in Tibet dam dacite were saturated under freeze-thaw cycle test and SEM test and uniaxial compressive strength test, three axis. The physical characteristics of the freeze-thaw cycle under the condition of dacite (mass change, sound change, research and development of micro cracks) mechanical properties, found that freeze-thaw cycles will lead to internal rock expansion and particle precipitation, and the degree of degradation was significantly weaker than the former, but eventually tends to be stable; at the same time, with the increase in the number of freeze-thaw cycles, the rock strength parameters decrease, frost resistance decreased, while the increase in confining pressure can weaken the freeze-thaw cycle of dacite damage.
Keywords:dacite electron microscope scanning freeze-thaw cycle strength parameters confining pressure
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