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http://dx.doi.org/10.7474/TUS.2011.21.4.320

Stemming Effect of the Crushed Granite Sand as Fine Aggregate at the Mortar Blasting Test  

Kim, Hak-Sung (강원대학교 삼척캠퍼스 에너지자원공학과)
Lee, Sang-Eun (강원대학교 삼척캠퍼스 에너지자원공학과)
Publication Information
Tunnel and Underground Space / v.21, no.4, 2011 , pp. 320-327 More about this Journal
Abstract
In this study, for stemming effect in blast of the mortar block body, the crushed granite sand as fine aggregate, which is waste rock obtained at the ○○ limestone mine, was investigated to compare with stemming materials such as sea sand, river sand, clayed soil and water can be acquired easily at the field. The mortar block body was manufactured with the dimensions of 50 cm width, 50 cm length and 70 cm height. The direct shear and sieve separator test were performed, and the properties of friction resistance were analyzed by the extrusion test for five stemming materials. Axial strain of steel bar and ejection velocity of stemming materials due to the explosive shock pressure in blasthole with the stemming length of 10 cm and 20 cm in the mortar blast test were measured by the dynamic data acquisition system. Among stemming materials, axial strain showed the largest value at the crushed granite sand as fine aggregate, and the ejection velocity was the smallest value at the stemming of water. The results has shown correlate with harden unit weight in blasthole, particle size distribution, shear resistance, and extrusion strength of stemming materials. The ejection velocity of stemming material at the mouth of blasthole and the axial strain of steel bar in the inside of blasthole tend to be inversely proportional to each other, represent exponentially.
Keywords
Crushed granite sand; Mortar block; Explosive shock pressure; Ejection velocity;
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