| 单轴压缩下岩石损伤统计本构模型与试验研究 |
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| 引用本文： | 杨圣奇,徐卫亚,韦立德,苏承东. 单轴压缩下岩石损伤统计本构模型与试验研究[J]. 河海大学学报(自然科学版), 2004, 32(2): 200-203 |
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| 作者姓名： | 杨圣奇 徐卫亚 韦立德 苏承东 |
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| 作者单位： | 河海大学岩土工程研究所,江苏,南京,210098;中国科学院武汉岩土力学研究所,湖北,武汉,430071;焦作工学院资源与材料工程系,河南,焦作,454159 |
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| 摘 要： | 基于岩石应变强度理论和岩石强度的随机统计分布假设，采用损伤力学理论，建立了能够反映残余强度的单轴压缩下岩石损伤统计本构模型．利用伺服试验机对大理岩进行了单轴压缩试验．基于试验结果确定出损伤统计本构模型参数，理论结果和试验结果吻合较好．
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| 关 键 词： | 岩石 损伤 强度 本构模型 |
| 文章编号： | 1000-1980(2004)02-0200-04 |
| 修稿时间： | 2004-11-11 |
Statistical constitutive model for rock damage under uniaxial compression and its experimental study |
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| Abstract: | Based on the strain strength theory and the random statistical distribution hypothesis of rock strength, a statistical constitutive model for rock damage under uniaxial compression, which can reflect the residual strength of rocks, is established by use of the damage constitutive theory of continuous medium. With the servo-testing machine, uniaxial compressive tests are performed on the marble rock, and the parameters of the damage statistical constitutive model are determined according to the experimental results. Comparative analysis shows that the theoretical result is in good agreement with the data from experiments. |
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| Keywords: | rock damage strength constitutive model |
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