Measurement of Joint Roughness Coefficient by Using Profilograph and Roughness Ruler附视频

被引:0
|
作者
杜时贵 [1 ]
胡云进 [2 ]
胡晓飞 [3 ]
机构
[1] Zhejiang Industry Polytechnic College
[2] College of Civil Engineering and Architecture,Zhejiang University
[3] Jinhua
关键词
D O I
暂无
中图分类号
TU45 [岩石(岩体)力学及岩石测试];
学科分类号
0801 ; 080104 ; 0815 ;
摘要
Joint roughness coefficient(JRC) is the key parameter for the empirical estimation of joint shear strength by using the JRC-JCS(joint wall compressive strength) model.Because JRC has such characteristics as nonuniformity,anisotropy,and unhomogeneity,directional statistical measurement of JRC is the precondition for ensuring the reliability of the empirical estimation method.However,the directional statistical measurement of JRC is time-consuming.In order to present an ideal measurement method of JRC,new profilographs and roughness rulers were developed according to the properties of rock joint undulating shape based on the review of measurement methods of JRC.Operation methods of the profilographs and roughness rulers were also introduced.A case study shows that the instruments and operation methods produce an effective means for the statistical measurement of JRC.
引用
收藏
页码:890 / 896
页数:7
相关论文
共 3 条
  • [1] Technical Note Estimation of the Joint Roughness Coefficient (JRC) by Visual Comparison[J] A. J. Beer;D. Stead;J. S. Coggan Rock Mechanics and Rock Engineering 2002,
  • [2] Reassessing the Joint Roughness Coefficient (JRC) Estimation Using Z<Subscript>2</Subscript>[J] Z. Y. Yang;S. C. Lo;C. C. Di Rock Mechanics and Rock Engineering 2001,
  • [3] The shear strength of rock joints in theory and practice[J] N. Barton;V. Choubey Rock Mechanics Felsmechanik Mécanique des Roches 1978,