冻融循环作用下砂岩力学特性与电镜扫描试验研究
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国家自然科学基金资助项目(51579081,51379065);国家自然科学基金青年基金资助项目(51409122);江苏省自然科学基金资助项目(BK20161508)


Experimental study on mechanical properties and scanning electron microscopy of sandstone under freeze-thaw cycles
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    摘要:

    通过对取自新疆阿勒泰某隧道的砂岩开展冻融循环试验,在-25℃下冻结9 h,(20±2)℃下融解5 h,为一个冻融循环过程,对岩样分别进行0、5、10、20、30、40、50、60、80次冻融循环。然后,进行单轴压缩试验和电镜扫描试验,得到经历不同次数冻融循环后的饱和砂岩破坏特征、应力-应变曲线、弹性模量、泊松比,并分析该砂岩物理力学特性和破坏断口微裂纹演化与冻融条循环次数之间的关系。结果表明:随着循环次数的增加,该砂岩岩样弹性模量呈不同程度降低趋势,峰值应变呈逐渐增大趋势,而泊松比呈先增加后减小趋势,微裂纹长度、宽度及面积不同程度呈增大趋势,使砂岩损伤劣化不断加剧。

    Abstract:

    Freeze-thaw cycle test is carried out using sandstone taken from a tunnel in Altay. The sandstone specimen are frozen for 9 hours at minus 25 degrees,and melted for 5 hours at (20±2)degrees,which is the process of a freeze-thaw cycle. We take seperately this kind of cycle for 0,5,10,20,30,40,50,60,80 times for the rock samples. Then by taking the uniaxial compression test and the scanning electron microscopy,we obtain saturated sandstone's failure character、stress-stain curve、elastic module、poisson ratio under different times of freeze-thaw cycle,and analyze the physical and mechanical properties、the relationship between the fracture micro crack evolution and the times of freeze-thaw cycle. It turns out that with the increasing time of the cycle,the elastic module of the sandstone samples decrease on different extends,the peak stain becomes increasingly large,while the Poisson ratio increases firstly and then decreases,the area、length and width of micro crack increase on different extends,and the damage and failure of sandstone is continuously accelerating.

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方若进,朱珍德,色麦尔江&#;麦麦提玉苏普,曹松华.冻融循环作用下砂岩力学特性与电镜扫描试验研究[J].河北工程大学自然版,2017,34(4):42-46

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  • 收稿日期:2017-07-29
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  • 在线发布日期: 2017-12-21
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