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考虑截面规则性的柱状节理岩体变形及强度特性研究

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柱状节理岩体的复杂结构使其现场力学参数的确定存在困难,可靠地估计柱状节理岩体强度及变形特性对工程安全至关重要.结合Voronoi图形及3D打印技术制作不规则柱状节理岩体光敏树脂模具,并制备了具有不同倾角的规则及不规则柱状节理岩体试样.基于开展的单轴压缩试验结果,分析不同截面柱状节理岩体的变形及强度特性差异.根据试样最终破坏形态,揭示柱状节理岩体破坏模式及机制.结合已有研究结果,描述节理面材料对柱状节理岩体破坏形态及强度的影响.基于传统节理系数方法,提出了更能反映柱状节理岩体柱体结构特征的修正节理系数方法.采用修正节理系数法建立规则及不规则柱状节理岩体试验结果与现场变形及强度参数间的经验关系,将所提出计算公式应用于白鹤滩水电站工程,预测结果与现场实测值及RMR法(RMR为岩石质量评分指标)、Q法(Q为岩体质量指标)的预测值进行比较.结果表明,对于现场变形和强度参数,所提出的修正节理系数法的预测结果与现场实测结果较为吻合.
Deformation and strength characteristics of columnar jointed rock mass considering cross-sectional regularity
The determination of mechanical parameters for columnar jointed rock mass is challenging due to its complex structure.Accurately estimating the strength and deformation of such rock masses is crucial for ensuring engineering safety.To address this issue,the authors developed a photosensitive resin mould using Voronoi diagrams and three-dimensional printing technology to create regular and irregular jointed rock mass specimens.Regular and irregular columnar jointed rock mass specimens with different dip angles were prepared and subjected to uniaxial compression tests.The resulting deformation and strength mechanical behaviors of the two types of rock masses were analyzed.The failure modes and mechanisms were summarized based on the final appearance of the specimens.Furthermore,the influence of joint surface materials on the failure mode and strength of columnar jointed rock mass was explained by combining the findings with existing research results.The authors proposed a modified joint coefficient method that better accounts for the structural characteristics of columnar jointed rock mass,building upon the traditional joint coefficient method.Using this modified method,empirical relationships were established between laboratory test results of regular and irregular columnar jointed rock mass and field deformation and strength parameters.The proposed calculation formula was then applied to the Baihetan Hydropower Station project,and the predicted results were compared with field measurements as well as predictions from the RMR(RMR is a rock quality evaluation index)and Q(Q is the quality index of rock mass)methods.The results demonstrated that the modified joint coefficient method provided the closest agreement with field measurements in terms of deformation and strength parameters.

cross-sectional regularitycolumnar jointed rock massdeformation and strength characteristicsphysical model testempirical relationship

朱姝、阙相成、朱珍德、朱其志

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河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京 210098

河海大学江苏省岩土工程技术工程研究中心,江苏南京 210098

截面规则性 柱状节理岩体 变形及强度特性 物理模型试验 经验关系

国家自然科学基金国家自然科学基金国家自然科学基金

423071925187824951579081

2024

岩土力学
中国科学院武汉岩土力学研究所

岩土力学

CSTPCD北大核心
影响因子:1.614
ISSN:1000-7598
年,卷(期):2024.45(1)
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