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郭少华*,周绍青,邹春伟.压缩载荷作用下岩石类材料的断裂模式研究[J].实验力学,2008,23(2):149~156
压缩载荷作用下岩石类材料的断裂模式研究
Research on Fracture Mode of Rock-type Materials under Compressive Loading
投稿时间:2007-07-17  修订日期:2008-02-15
DOI:
中文关键词:  岩石类材料  压缩载荷  断裂模式  断裂判据
英文关键词:rock-type materials  compressive loading  fracture mode  fracture criterion
基金项目:
作者单位
郭少华* 中南大学 土木建筑学院 湖南长沙 410083 
周绍青 中南大学 土木建筑学院 湖南长沙 410083 
邹春伟 中南大学 土木建筑学院 湖南长沙 410083 
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中文摘要:
      为了解岩石类材料在压缩条件下的裂纹扩展规律,本文对含有内部倾斜裂纹的石膏板试件进行了双轴压缩实验。 研究表明:在通常情况下岩石裂纹按I 型张拉模式扩展,但随着裂纹表面摩擦系数μ和围压与纵向荷载比值λ的提高,翼裂纹扩展的偏转角随之减少。当裂纹表面摩擦系数和围压与纵向荷载比值足够大时,例如,μ=0.83和λ=0.315,岩石裂纹按Ⅱ型剪切模式扩展。然而,当裂纹表面摩擦系数和围压与纵向荷载比值进一步增加时,石膏板试件将发生强度破坏。本文提出了一个理论模型用以解释和描述这一实验现象。
英文摘要:
      In order to understand crack propagation mode in rock-type materials under compression, gypsum plates with inner oblique cracks were tested under biaxial compressive loading. Results show that, in general, a crack propagates in the tension mode I. With the increase of friction coefficient μ between the crack surfaces and the increase of the ratio λ between the horizontal load and the vertical load, angle between the wing crack and the main crack decreases. When the friction coefficient and the load ratio are large enough, for example, μ=0.83 and λ=0.315, the crack will extend in the shear mode II. However, when the friction coefficient and the load ratio are increased further, the specimen breaks into pieces due to failure of strength. A theoretical model is proposed in this paper to describe and explain the experimental phenomena.
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