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以光亮面积百分比表征岩石结构面粗糙度

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为简化抗剪强度计算过程,通过光亮面积百分比(BAP)计算结构面三维粗糙度.该方法以天然板岩结构面为研究对象,选取起伏差异较大的表面形貌区域,分别提取4组不同取样对象的点云数据,复现Surfer和Matlab计算结构面BAP值的粗糙度提取原方法.结果表明,取样手段不同,各向异性分析结果存在一定差异,且该方法获取的精度和实现效率均较低.针对不同软件应用该方法进行灰度分析时的差异性,提出了一种Matlab一体式的BAP优化分析方法;进一步对比Matlab中配置的Shaderel和Surfer 2种函数条件下的光源模拟结果,发现前者灰度图更清晰,计算该光源条件下的BAP值并结合公式量化评价三维粗糙度JRC3D值,对比分析4种试样形状下JRC3D和θmax/(C+1)值的各向异性统计特征,验证该方法的适用性,对边坡稳定性评估具有重要意义.
Research on the Roughness of Rock Joint by Percentage of Bright Area
To simplify the calculation process of shear strength,the three-dimensional roughness of joint is calculated by the percentage of bright area(BAP).This method takes the natural slate joint surface as the research object,the surface topographic areas with large fluctuations are selected,and the point cloud data of four different groups of sampling objects are extracted.By reproducing the original roughness extraction method of Surfer and Matlab to calculate the BAP value.The results show that different sampling methods lead to certain differences in anisotropy analysis results,and the accuracy and implementation efficiency obtained are both low.Aiming at the differences in grayscale analysis when using this method in different software,an integrated BAP optimization analysis method based on Matlab is proposed.Further comparing the light source simulation results under the function conditions of Shaderel configured in Matlab and Surfer,it is found that the former grayscale image is clearer.Calculate the BAP value under the condition of light source,combine the formula to quantitatively evaluate the three-dimensional roughness JRC3D value,and compare and analyze the anisotropic statistical features of JRC3D and θmax/(C+1)values with four sample shapes.Is of great significance to the evaluation of slope stability.

jointroughnessanisotropypercentage of bright area

刘丹、钟祯、陶志刚、毛玉铤

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中国矿业大学(北京)力学与土木工程学院

隧道工程灾变防控与智能建养全国重点实验室,北京 100083

结构面 粗糙度 各向异性 光亮面积百分比

深部岩土力学与地下工程国家重点实验室创新基金

SKLGDUEK202201

2024

实验室研究与探索
上海交通大学

实验室研究与探索

CSTPCD北大核心
影响因子:1.69
ISSN:1006-7167
年,卷(期):2024.43(1)
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