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循环载荷下干燥及饱和砂岩的变形及声发射特征
引用本文:汪泓,杨天鸿,刘洪磊,赵永川.循环载荷下干燥及饱和砂岩的变形及声发射特征[J].东北大学学报(自然科学版),2016,37(8):1161-1165.
作者姓名:汪泓  杨天鸿  刘洪磊  赵永川
作者单位:(1. 东北大学 资源与土木工程学院, 辽宁 沈阳110819; 2. 贵州省非金属矿产资源综合利用重点实验室, 贵州 贵阳550025; 3. 贵州大学 矿业学院, 贵州 贵阳550025)
基金项目:国家重点基础研究发展计划项目(2013CB227902); 国家自然科学基金资助项目(51404067).
摘    要:对取自陕西榆横矿区小纪汗煤矿顶板砂岩的干燥和饱和试件进行单轴循环加卸载试验及声发射监测,分析了不同含水状态岩石的强度以及变形特征、声发射特征和加卸载响应比变化情况.结果表明,水对上述性质具有显著影响:饱和试件强度和滞回环数量均低于干燥试件,压密阶段轴向应变比干燥试件增加18.9%,峰值强度前轴向应变比干燥试件降低17.4%,干燥和饱和试件在循环加载过程中弹性模量均有增大趋势;干燥试件在整个加卸载过程中声发射能量累积为3.87×10-11J,饱和试件声发射能量累积为2.58×10-11J,仅为干燥试件的66.67%;干燥和饱和试件的加卸载响应比呈现类似的变化规律,但饱和试件的加卸载响应比峰值特征时间比干燥试件短,宏观裂纹形成得更早.

关 键 词:单轴压缩  循环加卸载  饱和岩石  声发射  加卸载响应比  

Deformation and Acoustic Emission Characteristics of Dry and Saturated Sand Under Cyclic Loading and Unloading Process
WANG Hong,YANG Tian-hong,LIU Hong-lei,ZHAO Yong-chuan.Deformation and Acoustic Emission Characteristics of Dry and Saturated Sand Under Cyclic Loading and Unloading Process[J].Journal of Northeastern University(Natural Science),2016,37(8):1161-1165.
Authors:WANG Hong  YANG Tian-hong  LIU Hong-lei  ZHAO Yong-chuan
Institution:1.School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China; 2.Guizhou Key Laboratory of Comprehensive Utilization of Non-metallic Resources, Guiyang 550025, China; 3.College of Mining, Guizhou University, Guiyang 550025, China.
Abstract:Uniaxial cyclic loading/unloading experiments were conducted on dry and saturated sandstones from Xiaojihan coal mine in Shaanxi province to study the deformation and strength characteristics, acoustic emission (AE) and load/unload response ration (LURR) in the failure process of sandstones. The results show that water has a significant influence on the properties mentioned above. The compressive strength and plastic hysteresis loops number of water-saturated specimens are less than that of dry specimens, and the axial strain in the compaction stage of water-saturated specimens is 18.9% larger than that of dry specimens, but the axial strain prior to peak strength of water-saturated specimens is 17.4% less than that of dry specimens. The elastic moduli of dry and saturated specimens both tend to increase during the cyclic loading/unloading process. AE cumulative energy of dry and saturated specimens is 3.87×10-11J and 2.58×10-11J respectively, and the latter is reduced by 33.3%. Furthermore, the LURR of dry and saturated specimens shows similar changing laws, but the characteristic peak time of saturated specimens appears earlier, which means the macroscopic crack generates earlier in saturated specimens.
Keywords:uniaxial compression  cyclic loading/unloading  saturated rock  acoustic emission  load/unload response ration  
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