1965
DOI: 10.2473/shigentosozai1953.81.932_1024
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Rapid Determination of the Tensile Strength of Rocks with Irregular Test Pieces

Abstract: Determination of the strength of rocks is very troublesome since it takes much time and effort to produce good test pieces. Therefore some methods for rapid determination of the strength of rocks are strongly demanded. The authors have investigated how to determine the strength of rock with irregular test pieces, i. e. rock pieces which are not machined. By theoretical as well as experimental study, they have obtained such a method to determine rapidly the tensile strength of rocks that an irregular test piece… Show more

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Cited by 71 publications
(27 citation statements)
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“…The mean microcompressive strength was calculated using C=2.8P/d² 23) , where P is the maximum load (N) and d is the diameter (mm) of the particle (n=6). The specific surface areas of four HAp-particles were measured by a Brunauer-Emmet-Teller (BET) nitrogen gas adsorption method 24) using an automated surface area and porosimetry analyzer (TriStar 3000, Micromeritics Instrument Co., Norcross, GA).…”
Section: Methodsmentioning
confidence: 99%
“…The mean microcompressive strength was calculated using C=2.8P/d² 23) , where P is the maximum load (N) and d is the diameter (mm) of the particle (n=6). The specific surface areas of four HAp-particles were measured by a Brunauer-Emmet-Teller (BET) nitrogen gas adsorption method 24) using an automated surface area and porosimetry analyzer (TriStar 3000, Micromeritics Instrument Co., Norcross, GA).…”
Section: Methodsmentioning
confidence: 99%
“…The fracture strength (S t ) of the particle was estimated by applying the Hiramatsu method 16) as described in Eq. (3), where F c is the critical force mentioned above and d is the particle diameter that was measured with an optical microscope before each compression test.…”
Section: Fracture Energy Of Sintered Particles and Cvd Particlesmentioning
confidence: 99%
“…Furthermore, the breaking load of the particle F, is related to the compressive breaking stress P, as follows (Hiramatsu et al, 1965);…”
Section: (A) X80mentioning
confidence: 99%