作者： A. Makurat , S. Bandis , N. S. Rad , N. Barton
DOI:
关键词: Hydraulic conductivity 、 Geology 、 Conductivity 、 Surface finish 、 Compressive strength 、 Shear (geology) 、 Direct shear test 、 Geotechnical engineering 、 Shear rate 、 Rock mechanics
摘要: Coupled shear conductivity tests have been performed on natural joints in magmatic, metamorphic and sedimentary rocks. Conductivity, normal displacements stresses were recorded. Whether joint increases or decreases with ongoing shear, depends the joint/rock properties applied. The uniaxial compressive strength, roughness coefficient, stress acting across displacement are anticipated to be major parameters a first attempt of quantification is undertaken