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水泥土细观破裂过程的实时观测试验
引用本文:宁宝宽,陈四利,丁梧秀,刘一芳.水泥土细观破裂过程的实时观测试验[J].实验力学,2008,23(1):53-58.
作者姓名:宁宝宽  陈四利  丁梧秀  刘一芳
作者单位:1. 沈阳工业大学,建筑工程学院,沈阳,110023;中国科学院武汉岩土力学研究所,岩土力学重点实验室,武汉,430071
2. 中国科学院武汉岩土力学研究所,岩土力学重点实验室,武汉,430071
3. 沈阳工业大学,建筑工程学院,沈阳,110023
基金项目:辽宁省教育厅资助项目 , 中国科学院武汉岩土力学研究所岩土力学重点实验室课题
摘    要:利用中科院武汉岩土力学研究所的岩石破裂过程细观力学实验系统,对不同水泥掺量的水泥土试件进行了单轴压缩细观实验,该试验系统可通过显微镜和数码视频装置实时观测水泥土试件的细观结构及其破坏的全过程,试验得到了水泥土破裂过程中的细观图像及其相应应力应变关系曲线.分析了不同水泥掺量的水泥土试件的细观破坏特征及其与宏观力学行为的关系,研究为水泥土细观损伤本构模型的建立提供了实验依据.

关 键 词:水泥土  细观力学试验  实时观测  破裂特征  显微图像  水泥土试件  破裂过程  观测试验  Soil  Testing  Process  细观实验  本构模型  细观损伤  研究  关系曲线  力学行为  破坏特征  分析  应力应变  图像  全过程  细观结构  实时观测  装置
文章编号:1001-4888(2008)01-0053-06
收稿时间:2007-08-20
修稿时间:2007-12-19

Real-Time Observation on the Meso-Fracture Process Testing of Cemented Soil
NING Bao-kuan,CHEN Si-li,DING Wu-xiu,LIU Yi-fang.Real-Time Observation on the Meso-Fracture Process Testing of Cemented Soil[J].Journal of Experimental Mechanics,2008,23(1):53-58.
Authors:NING Bao-kuan  CHEN Si-li  DING Wu-xiu  LIU Yi-fang
Institution:Department of Civil Engineering, Shenyang University of Technology, Shenyang 110023, China; Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, China Academy of Sciences, Wuhan 430071, China;Department of Civil Engineering, Shenyang University of Technology, Shenyang 110023, China; Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, China Academy of Sciences, Wuhan 430071, China;Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, China Academy of Sciences, Wuhan 430071, China;Department of Civil Engineering, Shenyang University of Technology, Shenyang 110023, China
Abstract:Using the rock meso-mechanics experimental system provided by the Key Laboratory of Rock and Soil Mechanics affiliated to Wuhan Institute of Rock and Soil Mechanics, China Academy of Sciences, a uniaxial compression experiment was conducted in order to investigate the fracturing behaviors of cemented soil with different content of cement. The meso-fracturing process of cemented soil was real-time observed by using the microscope and the digital colorful camera. Stress-strain curves and corresponding micro-images of specimen's failure process have been obtained. The relation between meso-fracturing process and macro-mechanical behavior were studied for cemented soil with different content of cement. Results presented in this paper can be used as experimental evidence for setting up the constitutive model of meso-damage.
Keywords:cemented soil  meso-mechanical experiment  real-time observation  fracture property  micro-image
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