基于模糊数学的泥质白云岩力学性能评价
作者:
作者单位:

1.贵州开放大学建筑工程学院,贵州 贵阳 550023
2.贵州职业技术学院建筑工程学院,贵州 贵阳 550023

作者简介:

谢财进(1994—), 男, 博士, 讲师, 从事岩石力学与地下工程方面的科研工作。

通讯作者:

中图分类号:

TU452

基金项目:

贵州开放大学(贵州职业技术学院)校级青年课题(2025QN01)


Evaluation of Mechanical Properties of Argillaceous Dolomite Based on Fuzzy Mathematics
Author:
Affiliation:

1.School of Architectural Engineering, Guizhou Open University, Guiyang 550023, China
2.School of Architectural Engineering, Guizhou Vocational Technology Institute, Guiyang 550023, China

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    摘要:

    为研究影响泥质白云岩力学性能的主要因素,对泥质白云岩细观裂隙的倾角、长度密度和数量密度进行了统计,并对其开展了电镜扫描试验和单轴压缩试验。研究结果表明:泥质白云岩微观结构的平均隶属度和权重值都为最大,裂隙数量密度次之,说明微观结构对岩石强度的影响较大,裂隙数量密度的影响次之,微观结构有可能是影响泥质白云岩强度的最主要因素;裂隙倾角的权重最小,裂隙长度密度的平均隶属度最低,说明这2个因素虽对岩石强度有一定影响,却不是主要影响因素;泥质白云岩单轴抗压强度第j个指标的变异系数值与岩石强度综合指数的排名规律一致,而稳定系数值刚好相反;微观结构对岩石单轴抗压强度的影响最大,且微观结构的多样化会使岩石的强度值波动极大,进一步证实微观结构是影响岩石强度的最主要因素。

    Abstract:

    To assess the main variables controlling the mechanical performance of argillaceous dolomite, this paper makes statistics on the inclination angle, length density and quantitative density of meso-cracks of argillaceous dolomite, and carries out electron microscope scanning test and uniaxial compression test. The results show that: (1) the average membership degree and weight of the microstructure of argillaceous dolomite are the largest, followed by the quantitative density of fissures, indicating that the microstructure has a great influence on the strength of rocks, followed by the quantitative density of fissures. Microstructure may be the most important factor affecting the strength of argillaceous dolomite. (2) the fracture dip angle makes the least contribution, with the fracture length density having the lowest average membership degree in comparison, indicating that although the latter two influencing factors have certain influence on rock strength, they are not the main factors affecting rock strength. (3) the variation coefficient CVj of the j index of uniaxial compressive strength of argillaceous dolomite is consistent with that of the comprehensive rock strength index RSI, while the value of stability coefficient SCj is just the opposite, the microstructure is the primary controlling factor for the rock's uniaxial compressive strength, and the diversification of microstructure will make the strength value of rock fluctuate greatly. This finding substantiates that microstructure serves as the principal determinant of rock strength.

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谢财进.基于模糊数学的泥质白云岩力学性能评价[J].城市道桥与防洪,2026,(6):73-77.

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  • 收稿日期:2025-12-04
  • 最后修改日期:2025-12-23
  • 录用日期:2025-12-25
  • 在线发布日期: 2026-06-11
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