2018
DOI: 10.1155/2018/1043298
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Study of Testing Method for Dynamic Initiation Toughness of Sandstone under Blasting Loading

Abstract: In this paper, an internal central single-cracked disk (ICSCD) specimen was proposed for the study of dynamic fracture initiation toughness of sandstone under blasting loading. The ICSCD specimen had a diameter of 400 mm sandstone disc with a 60 mm long crack. Blasting tests were conducted by using the ICSCD specimens. The blasting strain-time curve was obtained from the radial strain gauges placed around the blast hole. The fracture initiation time was determined by circumferential strain gauges placed around… Show more

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Cited by 16 publications
(5 citation statements)
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“…This study is a continuation of previous works [32,37,43,47] in which dolomite was subjected to experimental testing, constitutive modeling, and numerical simulations of blasting. Other researchers conducted a similar analysis of sandstone with a sin-gle pre-crack [48]. The authors of the present study also previously conducted small-scale blasting tests using cylindrical dolomite specimens.…”
Section: Introductionmentioning
confidence: 80%
“…This study is a continuation of previous works [32,37,43,47] in which dolomite was subjected to experimental testing, constitutive modeling, and numerical simulations of blasting. Other researchers conducted a similar analysis of sandstone with a sin-gle pre-crack [48]. The authors of the present study also previously conducted small-scale blasting tests using cylindrical dolomite specimens.…”
Section: Introductionmentioning
confidence: 80%
“…Blast experiments are a useful approach to study blastinduced stress waves, gases, and cracks [8][9][10]. e most important is how to measure these parameters in a very short period.…”
Section: Introductionmentioning
confidence: 99%
“…During the process of formation and evolution of rock mass, there are a lot of initial damages such as microcracks and microcavities in the interior [1,2]. Microcracks are activated, grown, and coalesced gradually to form macrocracks under the load, which finally causes the physical and mechanical properties of rock mass to be lowered and even be failed [3].…”
Section: Introductionmentioning
confidence: 99%