岩土工程学报2024，Vol.46Issue(6)：1146-1154,9.DOI:10.11779/CJGE20230099
岩石结构面Grasselli二维粗糙度指标优化及其JRC估算
Updating Grasselli's 2D morphology parameter for estimating JRC of rock joints
摘要
Abstract
The Grasselli's 2D morphology parameter θG used to estimate the joint roughness coefficient(JRC)is questionable,because it only considers the apparent inclination of the shear side and ignores the internal undulation angle.From the physical meaning of θG,it is found that the contribution of internal bulge height in the climbing area to surface roughness can be expressed as the slope angle at the total climbing horizontal distance.The sum of the slope angles provided by all climbing areas is defined as the roughness of joint internal undulating.The apparent average inclination angle θG and the internal average slope angle θH are superimposed to propose a new roughness parameter θC for rock joints.The θC of ten standard JRC profiles is obtained,and its relationship to JRC is then analyzed to establish an estimation formula for JRC based on θC.The proposed parameter θC under different sampling intervals and different sampling directions is calculated.The results show that θC has fractal characteristics and can reflect the anisotropy of joint surface morphology.Further,the estimation formula for JRC is applied to the JRC-JCS model.By comparing the experimental results obtained from the existing researches and the predicted results under different shear strength models,it is verified that the estimated JRC based on θC can accurately predict the peak shear strength of joints.Finally,the new parameter θC is extended to 3D form,and a 3D roughness parameter(θC)3D is proposed to capture the anisotropic characteristics of joint morphology.关键词
岩石结构面/粗糙度/表观平均倾角/内部平均坡角/抗剪强度Key words
rock joint/joint roughness/apparent average inclination angle/internal average slope angle/shear strength分类
建筑与水利引用本文复制引用
洪陈杰,翁寒倩,王凯,黄曼,陶志刚,杜时贵..岩石结构面Grasselli二维粗糙度指标优化及其JRC估算[J].岩土工程学报,2024,46(6):1146-1154,9.基金项目
国家自然科学基金项目(42272333,42277147) （42272333,42277147）
