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Effective Use of Expansive Cement for the Deformation and Fracturing of Granite

Year 2007, Volume: 20 Issue: 1, 1 - 5, 24.03.2010

Abstract

The fracturing of rocks in mines and quarries may be regarded as the first stage  of comminution. The use of commercially available expansive materials in the dimension stone quarries is on the increase due to their effectiveness in controlled fracturing. However, these  expansive cements are very costly and any means of economizing on their use is highly desirable. An attempt is made to study the deformation behavior and fracture of granite by pouring expansive cement in a set of holes at variable spacing as against the usual practice of using holes at same spacing. It was found that the fracture through holes of variable spacing, starting from holes with smaller spacing, initiated sooner and propagated faster than through the line of holes with consistent spacing.

 

Keywords: Comminution, granite, fracturing, expansive-cement, quarrying

References

  • Anonymous, "Bristar-Non-explosive Demolition Agent", Technical Note, Onada Cement Co. Ltd., Tokyo, Japan, 1-14.
  • Shiro, Ishi, "Study of a Demolition Method Using Non Explosive Demolition Agent", R & D Laboratory of New Products, Onada Cement Co., Japan,16-26.
  • Dowding, C.H. and Labuz, J.F., "Fracturing of rock with Expansive Cement", American Society of Civil Engineers, 108(10): 1288-1299, 1982.
  • Dar, I.H., Darwish, M.A. and Hanif, M., "Optimum Use of Bristar-100 Expansive Cement in Marble Quarries of Saudi Arabia", Final Report, Faculty of Engineering, King Abdulaziz University, Jeddah, K.S.A., Research Project No. 408/074, 16-21, 1988.
  • Darwish, M.A. and Hanif, M., "Optimum Use of an Expansive Cement in Hard Dimension-stone Quarries of Saudi Arabia", Final Report, Faculty of Engineering, King Abdulaziz University, Jeddah, K.S.A. Research Project No. 410/058, 45-68, 1990.
  • Hanif, M. and Fadol, A.A., "Effectiveness of Expansive Materials in the Fracture of Hard Dimension-stones", Final Report, Faculty of Engineering, King Abdulaziz University, Jeddah, K.S.A. Research Project No. 4/17, 1999.
  • Brock, E. and Franklin, J.A., "The Point Load Strength Test", Int. J. Rock Mech. Min. Sci., 9: 689-697, 1972.
  • Bienawski, Z.T., "Estimating the Strength of Rock Materials", South African Inst. Min. and Metallurgy, March, 1974.
  • Hanif, M., "Support and Deformation of Underground Openings", Ph.D. thesis, Department of Mining and Mineral Sciences, University of Leeds, U.K., Ch. 2, 1-7, 1974.

Muhammad HANIF, Mohammed-Noor N. H. AL-MAGHRABI

Year 2007, Volume: 20 Issue: 1, 1 - 5, 24.03.2010

Abstract

References

  • Anonymous, "Bristar-Non-explosive Demolition Agent", Technical Note, Onada Cement Co. Ltd., Tokyo, Japan, 1-14.
  • Shiro, Ishi, "Study of a Demolition Method Using Non Explosive Demolition Agent", R & D Laboratory of New Products, Onada Cement Co., Japan,16-26.
  • Dowding, C.H. and Labuz, J.F., "Fracturing of rock with Expansive Cement", American Society of Civil Engineers, 108(10): 1288-1299, 1982.
  • Dar, I.H., Darwish, M.A. and Hanif, M., "Optimum Use of Bristar-100 Expansive Cement in Marble Quarries of Saudi Arabia", Final Report, Faculty of Engineering, King Abdulaziz University, Jeddah, K.S.A., Research Project No. 408/074, 16-21, 1988.
  • Darwish, M.A. and Hanif, M., "Optimum Use of an Expansive Cement in Hard Dimension-stone Quarries of Saudi Arabia", Final Report, Faculty of Engineering, King Abdulaziz University, Jeddah, K.S.A. Research Project No. 410/058, 45-68, 1990.
  • Hanif, M. and Fadol, A.A., "Effectiveness of Expansive Materials in the Fracture of Hard Dimension-stones", Final Report, Faculty of Engineering, King Abdulaziz University, Jeddah, K.S.A. Research Project No. 4/17, 1999.
  • Brock, E. and Franklin, J.A., "The Point Load Strength Test", Int. J. Rock Mech. Min. Sci., 9: 689-697, 1972.
  • Bienawski, Z.T., "Estimating the Strength of Rock Materials", South African Inst. Min. and Metallurgy, March, 1974.
  • Hanif, M., "Support and Deformation of Underground Openings", Ph.D. thesis, Department of Mining and Mineral Sciences, University of Leeds, U.K., Ch. 2, 1-7, 1974.
There are 9 citations in total.

Details

Primary Language English
Journal Section Civil Engineering
Authors

Muhammad Hanıf This is me

Mohammed Noor This is me

N. H. Al-maghrabı This is me

Publication Date March 24, 2010
Published in Issue Year 2007 Volume: 20 Issue: 1

Cite

APA Hanıf, M., Noor, M., & Al-maghrabı, N. H. (2010). Effective Use of Expansive Cement for the Deformation and Fracturing of Granite. Gazi University Journal of Science, 20(1), 1-5.
AMA Hanıf M, Noor M, Al-maghrabı NH. Effective Use of Expansive Cement for the Deformation and Fracturing of Granite. Gazi University Journal of Science. March 2010;20(1):1-5.
Chicago Hanıf, Muhammad, Mohammed Noor, and N. H. Al-maghrabı. “Effective Use of Expansive Cement for the Deformation and Fracturing of Granite”. Gazi University Journal of Science 20, no. 1 (March 2010): 1-5.
EndNote Hanıf M, Noor M, Al-maghrabı NH (March 1, 2010) Effective Use of Expansive Cement for the Deformation and Fracturing of Granite. Gazi University Journal of Science 20 1 1–5.
IEEE M. Hanıf, M. Noor, and N. H. Al-maghrabı, “Effective Use of Expansive Cement for the Deformation and Fracturing of Granite”, Gazi University Journal of Science, vol. 20, no. 1, pp. 1–5, 2010.
ISNAD Hanıf, Muhammad et al. “Effective Use of Expansive Cement for the Deformation and Fracturing of Granite”. Gazi University Journal of Science 20/1 (March 2010), 1-5.
JAMA Hanıf M, Noor M, Al-maghrabı NH. Effective Use of Expansive Cement for the Deformation and Fracturing of Granite. Gazi University Journal of Science. 2010;20:1–5.
MLA Hanıf, Muhammad et al. “Effective Use of Expansive Cement for the Deformation and Fracturing of Granite”. Gazi University Journal of Science, vol. 20, no. 1, 2010, pp. 1-5.
Vancouver Hanıf M, Noor M, Al-maghrabı NH. Effective Use of Expansive Cement for the Deformation and Fracturing of Granite. Gazi University Journal of Science. 2010;20(1):1-5.