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單壓下類巖材料有序多裂紋體的宏觀力學性能

Macro-mechanical Properties of Regular Cracks Body in Rock-like Materials under Uniaxial Compression

  • 摘要: 用高強度白水泥及石膏等類巖材料有序多裂紋模型進行了大量單向加壓實驗,得出了單壓時宏觀等效強度σe,等效彈性模量Ee及泊松比μe隨裂紋群傾角α的變化規律.在一定程度上考慮了裂紋密度對宏觀力學性能的影響.綜合實驗結果與理論分析,給出了多裂紋體強度特征曲線σe-α.

     

    Abstract: A large number of experiments, research on the effects of regular cracks to macro-mechanical properties in rock like materials, such as high strength gypsum and white cement, under uniaxial compression are conducted. The experimental relationships of the macro-equivalent strength σe, elastic modulus Ee and passion's ratio μe versus the inclined angle of cracks α are obtained. The specificity curve of σe-α, also depending on cracks density h, for multi-crack body is given by the analysis of experimental and theoretical results. The data and conclusion will be useful for mining industry and some other underground engineering.

     

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