1. 重庆大学 土木工程学院,重庆,400045
2. 重庆交通大学 河海学院,重庆,400074
纸质出版:2009
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赖勇, 张永兴. 岩体微裂纹密度确定方法及应用[J]. 土木与环境工程学报(中英文), 2009,31(2):5-56.
LAI Yong, ZHANG Yongxing. Methods of Rock Crack Density Determination and Their Application[J]. Journal of Civil and Environmental Engineering, 2009, 31(2): 5-56.
赖勇, 张永兴. 岩体微裂纹密度确定方法及应用[J]. 土木与环境工程学报(中英文), 2009,31(2):5-56. DOI: 10.11835/j.issn.1674-4764.2009.02.003.
LAI Yong, ZHANG Yongxing. Methods of Rock Crack Density Determination and Their Application[J]. Journal of Civil and Environmental Engineering, 2009, 31(2): 5-56. DOI: 10.11835/j.issn.1674-4764.2009.02.003.
运用细观损伤理论的方法,建立了岩体参数与室内岩块间的关系,认为只有合理确定了裂纹密度参数,才能使细观损伤理论确定岩体参数的方法成为可能。提出了采用完整性系数法、弹性波方程法和地质调查统计法确定岩体裂纹密度的方法,分析了3种方法确定岩体裂纹密度的差异;结合统计数据,分析比较了Taylor法、广义自洽法、Taylor介质法对裂纹相互作用的考虑及确定岩体力学参数的适应性。结果表明,采用完整性系数法确定岩体裂纹密度,Taylor介质法确定岩体参数可以得到比较合理的结果。
By the methods of microdamage theory
the relations of rock mass parameters and rock parameters in experiments were obtained; it is considered that to make the microdamage theory for determining the rock parameters possible only in condition that the crack density parameters are obtained reasonably. The methods to determine rock mass crack density have been set up through the intactness index of rock mass and elastic wave equation as well as the geological investigating statistical method
The differences of rock crack density given by these three methods were discussed; based on the statistical data
the Taylor method and generalized selfconsistent method and the Taylor medium method were compared in respect of the influence of crack interaction and the adaptability to the rock parameters . The results show that the reasonable results can be obtained by determining rock crack density from intactness index of rock mass and rock mass parameters by the Taylor medium method.
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