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梯度加载下岩爆试验的声发射特性
引用本文:祝文化,王正,夏元友,李新平. 梯度加载下岩爆试验的声发射特性[J]. 解放军理工大学学报(自然科学版), 2016, 0(4): 338-344
作者姓名:祝文化  王正  夏元友  李新平
作者单位:1. 武汉理工大学 土木工程与建筑学院,武汉 430070,1. 武汉理工大学 土木工程与建筑学院,武汉 430070; 2. 江苏省交通规划设计院,南京 210005,1. 武汉理工大学 土木工程与建筑学院,武汉 430070,1. 武汉理工大学 土木工程与建筑学院,武汉 430070
基金项目:国家自然科学基金资助项目(51274157);高等学校博士学科点专项科研基金资助项目(20110143110017)
摘    要:为了研究岩爆过程中声发射特性参数与岩爆破坏的关系,通过自主研发的岩爆模型试验装置,对大尺寸(1 000mm×600mm×400mm)试件进行岩爆模型试验。采用声发射监测装置,获取了不同加载梯度下岩爆模型试验过程中的声发射监测数据。结果表明:梯度加载过程中,试件的声发射事件数及能量在不同加载时刻有所不同,表现为极大的梯度变化;加载初期,声发射信号极少,岩爆瞬间突变增大,试件集聚的能量越大,更易发生瞬间强烈的岩爆现象;声发射定位点能够反映试件内部裂纹的动态演化过程,梯度加载过程中,声发射定位点的分布及数量能够直观展现岩爆破坏的程度。

关 键 词:梯度荷载;岩爆;模型试验;声发射参数
收稿时间:2016-05-19
修稿时间:2016-06-11

Acoustic emission characteristic of rock burst test under gradient load
ZHU Wenhu,WANG ZHeng,XIA Yuanyou and LI Xingping. Acoustic emission characteristic of rock burst test under gradient load[J]. Journal of PLA University of Science and Technology(Natural Science Edition), 2016, 0(4): 338-344
Authors:ZHU Wenhu  WANG ZHeng  XIA Yuanyou  LI Xingping
Affiliation:1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China,1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China; 2.Jiangsu Province Communications Planning and Design Institute,Nanjing 210005,China,1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China and 1.School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
Abstract:To study acoustic emission(AE) characteristic parameters of the process of rock burst and the relationship of rock burst damage,the rock burst test for large size specimen(1 000 mm×600 mm×400 mm) was carried out using the self-developped model test device. AE monitoring data was obtained in the process of rock burst under different loading gradients by using AE monitoring devices.Results show that in the process of gradient loading,the number of AE events and the energy of the specimen are different in different loading time,exhibiting great gradient change. In the early stage of loading, the AE signal is very few. The greater the abrupt change of rock burst, the greater the energy of the specimen gathering, and more likely strong rock burst phenomenon occurs in an instant. The AE location point can reflect the dynamic evolution process of the internal crack of the specimen. In the process of gradient loading, the distribution and quantity of AE location point can directly display the degree of rock burst damage.
Keywords:
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