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多裂纹类岩体的双压实验与正交各向异性本构关系

Biaxial compression experiments and orthotropic constitutive relationship for regular cracks in replicated rock mass

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【作者】 黎立云刘大安史孝群车法星

【Author】 LI Li yun 1, LIU Da an 2, SHI Xiao qun 1, CHE Fa xing 3 (1. School of Application Science, University of Science and Technology Beijing, Beijing 100083, China; 2. Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 1

【机构】 北京科技大学应用科学学院中国科学院地质与地球物理研究所上海隧道施工技术研究所 北京100083北京100029北京100083上海200233

【摘要】 用类岩石材料白水泥多裂纹模型进行了双向加压实验。实验结果表明 ,在各种侧压σ2 下 ,宏观强度σc1基本上随α增加而变大 ,但在α=4 5 左右呈现最低值 ;随着侧压σ2 增加 ,宏观强度σc1明显提高。用εθmax及σθmax断裂判据对单个裂纹进行了分析 ,所给出的初始开裂角理论值与该多裂纹模型实验值非常相符 ,对初始开裂载荷 ,能给出多裂纹模型实验值的上限。以单向加压实验结果为基础 ,建立了便于工程应用且适用于多裂纹体的等效正交各向异性本构关系。由此本构关系所得的计算结果与双向加压实验结果符合良好。

【Abstract】 A series of biaxial compression experiments, dealing with the effects of regular cracks in replicated rock mass, have been carried out. The results show that the macro strength σ c1 increases basically with the increasing inclined angle α of crack and remarkably with the increase ing side compression σ 2 . But when α ≈45?, σ c1 becomes the lowest. The initiation angle θ of the cracks and the up limit of the critical fracture load can be estimated well by the mixed mode fracture criterions of ε θ max and σ θ max . Based on the results of uniaxial compression experiments, an orthotropic constitutive relationship is constructed, which can be applicable to the multi cracked body problem of mining and other underground engineering. The computed results by this relationship agree well with the biaxial compression experiment results.

【基金】 国家自然科学基金资助项目 (4 9972 0 90 )
  • 【文献出处】 中国有色金属学报 ,The Chinese Journal of Nonferrous Metals , 编辑部邮箱 ,2002年01期
  • 【分类号】TD315
  • 【被引频次】65
  • 【下载频次】412
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