A model to determine hole spacing in the rock fracture process by non-explosive expansion material

Author:

Arshadnejad Shobeir,Goshtasbi Kamran,Aghazadeh Jamshid

Publisher

Springer Science and Business Media LLC

Subject

Materials Chemistry,Metals and Alloys,Geochemistry and Petrology,Mechanical Engineering,Mechanics of Materials

Reference28 articles.

1. P.P. Roy, Rock Blasting: Effects and Operations, A.A. Balkema, Rotterdam, 2005, p.345.

2. Sh. Arshadnejad, Application of stress analysis and fracture mechanics in controlled blasting for hard rock quarry mining, [in] Proceeding of the 1st Symposium of Dimension Stone, Mahallat, 2007, p.10.

3. K. Goto, K. Kojima, and K. Watabe, The mechanism of expansive pressure and blow-out of static demolition agent, [in] Proceedings of Demolition and Reuse of Concrete and Masonry, Japan, 1988, p.132.

4. Z.Z. Jin, H. Liao, and W. Zhu, Splitting mechanism of rock and concrete under expansive pressure, [in] Proceedings of Demolition and Reuse of Concrete and Masonry, Japan, 1988, p.141.

5. S. Jana, Non-explosive expanding agent: an aid for reducing environmental pollution in mines, Indian Min. Eng. J., 1 (1991), p.31.

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