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岩石破裂全程数字化细观损伤力学试验研究
引用本文:倪骁慧,朱珍德,赵杰,李道伟,冯夏庭.岩石破裂全程数字化细观损伤力学试验研究[J].岩土力学,2009,30(11):3283-3290.
作者姓名:倪骁慧  朱珍德  赵杰  李道伟  冯夏庭
作者单位:1. 河海大学,岩土工程科学研究所,南京,210098;河海大学,岩土力学与堤坝工程教育部重点实验室,南京,210098
2. 中国科学院武汉岩土力学研究所,武汉,430071
基金项目:国家自然科学基金项目,江苏省研究生培养创新工程项目,国家自然科学基金、二滩水电开发有限责任公司雅砻江水电开发联合研究基金重点项目 
摘    要:设计基于扫描电镜(SEM)的岩石破裂全过程数字化细观损伤力学试验方案,实现了岩石破裂全过程的显微与宏观实时的数字化监测、控制、记录及分析的岩石力学试验。应用于四川锦屏大理岩预制裂纹试样中进行单轴压缩破坏全程的数字化试验,对微裂纹的萌生、生长及贯通过程进行数字化定量分析,得到试样在受荷过程中微裂纹的面积、方位角、长度、宽度和周长基本几何数据,从宏细观角度描述了岩石试样单轴压缩过程中的破坏机制,并分析得出试样单轴受压破坏过程中虽然微裂纹在某些区域集中,但在整个试样中微裂纹的统计分布依然是服从某一指数分布的这一结论。试验研究结果证明了该试验方案的科学性和先进性。

关 键 词:细观力学  岩石破裂全过程  数字化细观损伤力学试验方案  SEM图像处理程序
收稿时间:2008-05-29

Meso-damage mechanical digitalization test of complete process of rock failure
NI Xiao-hui,ZHU Zhen-de,ZHAO Jie,LI Dao-wei,FENG Xia-ting.Meso-damage mechanical digitalization test of complete process of rock failure[J].Rock and Soil Mechanics,2009,30(11):3283-3290.
Authors:NI Xiao-hui  ZHU Zhen-de  ZHAO Jie  LI Dao-wei  FENG Xia-ting
Institution:1. Geotechnical Research Institute, Hohai University, Nanjing 210098, China; 2. Key Laboratory of Ministry of Education for Goemechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 3. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
Abstract:A new meso-mechanical testing scheme based on SEM is developed to carry out the experiment of microfracturing process of rocks. The image of microfracturing process of the specimen can be observed and recorded digitally. The microfracturing process of Jinping marble specimen in Sichuan province under uniaxial compression is recorded by using the testing scheme. Quantitatively investigated the propagation and coalescent of cracks at meso-scale with digital technology, the basic geometric information of rock microcracks such as area, angle, length, width, perimeter, are obtained from binary images after segmentation. The failure mechanism of specimen under uniaxial compression with the quantitative information is studied from macro/micro scopic perspective. The result shows that during the damage of the specimen the distribution of microcracks in the whole specimen are still subjected to exponential distribution with some microcracks concentrated in certain regions. The conclusion indicates that the testing scheme is applicable.
Keywords:micromechanics  complete process of rock failure  digital micromechanics testing scheme  SEM image processing program
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