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DOI10.2172/140062
报告编号SAND--92-1853
来源IDOSTI_ID: 140062
Effect of boundary conditions on the strength and deformability of replicas of natural fractures in welded tuff; Data report: Yucca Mountain Site Characterization Project
Wibowo, J.; Amadei, B.; Sture, S.; Robertson, A.B. [Colorado Univ., Boulder, CO (United States). Dept. of Civil, Environmental, and Architectural Engineering]; Price, R.H. [Sandia National Labs., Albuquerque, NM (United States)]
英文摘要Four series of cyclic direct-shear experiments were conducted on several replicas of three natural fractures and a tensile fracture of welded tuff from Yucca Mountain. The objective of these tests was to examine the effect of cyclic loading on joint shear behavior under different boundary conditions. The shear tests were performed under either different levels of constant normal load ranging between 0.6 and 25.6 kips (2.7 and 113.9 kN) or constant normal stiffness ranging between 14.8 and 187.5 kips/in (25.9 and 328.1 kn/cm) . Bach test in the two categories consisted of five cycles of forward and reverse shear. Normal compression tests were also performed both before and after each shear experiment to measure changes in joint normal deformability. In order to quantify fracture surface damage during shear, fracture-surface fractal dimensions were obtained from measurements before and after shear.
出版年1993
报告类型Technical Report
语种英语
国家美国
来源学科分类05 NUCLEAR FUELS ; 36 MATERIALS SCIENCE ; 58 GEOSCIENCES ; TUFF ; SHEAR PROPERTIES ; TENSILE PROPERTIES ; HIGH-LEVEL RADIOACTIVE WASTES ; UNDERGROUND DISPOSAL ; BOUNDARY CONDITIONS ; YUCCA MOUNTAIN ; GEOLOGIC FRACTURES ; Yucca Mountain Project
URLhttp://www.osti.gov/scitech/servlets/purl/140062
资源类型科技报告
条目标识符http://119.78.100.177/qdio/handle/2XILL650/265288
推荐引用方式
GB/T 7714
Wibowo, J.,Amadei, B.,Sture, S.,et al. Effect of boundary conditions on the strength and deformability of replicas of natural fractures in welded tuff; Data report: Yucca Mountain Site Characterization Project,1993.
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