Failure Analysis of Abutment-Loaded Underground Coal Mine Stoppings during Explosion

Author:

Karadeniz Kutay E.1,Guner Dogukan2ORCID,Sherizadeh Taghi3ORCID

Affiliation:

1. Ph.D. Student, Graduate Research Assistant, Dept. of Mining and Explosives Engineering, Missouri Univ. of Science and Technology, 324 McNutt Hall, 1400 N. Bishop Ave., Rolla, MO 65409; Dept. of Mining Engineering, Middle East Technical Univ., 311, Ankara 06800, Turkey.

2. Postdoctoral Fellow, Dept. of Mining and Explosives Engineering, 324 McNutt Hall, 1400 N. Bishop Ave., Rolla, MO 65409. ORCID: .

3. Assistant Professor, Dept. of Mining and Explosives Engineering, 324 McNutt Hall, 1400 N. Bishop Ave., Rolla, MO 65409 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference37 articles.

1. Barczak, T. M., G. S. Esterhuizen, J. Ellenberger, and P. Zhang. 2008. “A first step in developing standing roof support design criteria based on ground reaction data for Pittsburgh seam longwall tailgate support.” In Proc., 27th Int. Conf. on Ground Control in Mining, 349–359. Englewood, CO: Society for Mining, Metallurgy & Exploration (SME).

2. Bathe, K. J., and E. L. Wilson. 1976. Numerical method in finite element analysis. Englewood Cliffs, NJ: Prentice-Hall.

3. Biggs, J. M., and J. Biggs. 1964. Introduction to structural dynamics. New York: McGraw-Hill College.

4. The concept of validation of numerical models for consequence analysis;Borg A.;Reliab. Eng. Syst. Saf.,2014

5. CFR (Code of Federal Regulations). 2007. (30 CFR 75.335(a)). Washington, DC: US Government Printing Office, Office of the Federal Register.

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