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Fracture toughness of compacted cohesive soils using ring test

Journal Article · · Journal of Geotechnical Engineering; (United States)
OSTI ID:7113342
; ;  [1]
  1. Univ. of Kentucky, Lexington, KY (United States)
Testing procedures and methods of analysis for determining the fracture toughness of soils using the ring test are described and values are presented. The critical mode I stress-intensity factor, the critical J integral, and the tensile strength can be determined simultaneously from a single ring-test specimen. The critical J integral was approximately equal to the energy-release rate computed from the critical mode I stress-intensity factor measured for the same specimen. A strong correlation between fracture toughness and ring-specimen tensile strength was found. Effects of material type, water content, soil-placement conditions, rate of loading, and specimen size have been studied, and values of fracture toughness measured by bending tests are compared to ring-test results. Test results show that fracture toughness of cohesive soils is affected significantly by material type and water content at time of fracture. In contrast, effects of material-placement conditions, molding water content, and molding compactive effort are relatively unimportant.
OSTI ID:
7113342
Journal Information:
Journal of Geotechnical Engineering; (United States), Journal Name: Journal of Geotechnical Engineering; (United States) Vol. 120:5; ISSN 0733-9410; ISSN JGENDZ
Country of Publication:
United States
Language:
English