摘要
岩体结构面表面形态研究对岩石工程结构体强度及变形特征研究评价具有重要的指导意义。文章评述了现有岩体结构面粗糙度系数(JRC)的各种测定方法及存在的问题,分析了在高放废物处置库预选场址甘肃北山花岗岩地区,用"简易纵剖面仪"进行地表岩体及钻孔岩心裂隙结构面JRC的测量结果。
The study on joint roughness coefficient of rock mass has important significance, especially on the safety assessment study of deep underground architectures. In this paper, the authors present several existing measurement methods of joint roughness coefficient (JRC), and analyses the disadvantages of these methods. After that, the authors take Beishan of Gansu province for the HLW disposal area as the example, and measure the joint roughness coefficient (JRC) of surface rock mass and cores of borehole. According to analyzed results of these data, the study shows the relation of surface seesaw scope contour and joint roughness coefficient (JRC), meanwhile, studies the rate of scale effect of JRC with the different length of joint surface. The study shows that the simple profile instrument has extensive application foreground.
出处
《铀矿地质》
CAS
CSCD
2008年第5期282-288,共7页
Uranium Geology
基金
国际原子能机构(IAEA)支持的"中国高放废物处置库场址特性及性能评价研究"技术合作项目(项目编号:CPR/4/024)
关键词
结构面粗糙度
简易纵剖面仪
花岗岩岩体
甘肃北山
joint roughness coefficient
simple profile instrument
rock mass of granite
Beishan of Gansu province