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Experimental and numerical analyses were conducted to investigate the effect of an eccentric loaded contour hole on a rock mass. In the concrete blocks used for the analyses, detonating cords were placed at the centre of the blast hole and eccentrically against the wall of the blast hole. PFC2D and AUTODYN were used for the numerical analyses, and the results of these software showed that an eccentric decoupled charge can result in the directional development of fractures, thereby enabling the control of cracks in the opposite direction. Even though both types of blasting have identical decoupling indexes, the crack and fracture patterns were affected by the location of the explosive, tamping, and other conditions. The results showed that an eccentric charge holder can be applicable to control the fracture direction and the damaged zone. For an eccentric charge, the initial crack was generated at 0.01 ms and expanded in the intended direction. For the eccentric charge, the maximum pressure at the area in contact with the blast hole wall exceeded that for the central decoupled charge by a factor of 5.5. Furthermore, the pressure in the intended direction was twice of that in the opposite direction.
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Tom
Strony
1--10
Opis fizyczny
Bibliogr. 24 poz.
Twórcy
autor
- Department of Energy and Resources Engineering, Chonnam National University, Korea
autor
- Mining and Petroleum Eng. Depart, Faculty of Engineering- Al-Azhar University, Qena, Egypt
autor
- Department of Energy and Resources Engineering, Chonnam National University, Korea
Bibliografia
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- [2] Zhang QB, Zhao J. Effect of loading rate on fracture toughness and failure micromechanisms in marble. Engin Fract Mechan 2013;102:288-309.
- [3] Fairhurst C. “Proc. Int. Workshop on rock mechanics of nuclear waste repositories” 1-44. American Rock Mech. Assoc; 1999.
- [4] Yang HS, Kim JG, Ko YH, Noh Y, Shin MJ. Explosives & blasting”. J. KSEE) 2014;32:1-4.
- [5] Yang Y, Shao Z, Mi J, Xiong X. Effect of adjacent hole on the blast-induced stress concentration in rock blasting. Hindawi Adv Civil Engin 2018;2018:13. https://doi.org/10.1155/2018/5172878. Article ID 5172878.
- [6] Mousa HG. Collapse analysis of a reinforced concrete frame due to middle column loss by explosion. Civil Environ Engin 2018;8:3. https://doi.org/10.4172/2165-784X.1000311. 2018.
- [7] Yang R, Xu P, Yue Z, Chen C. Dynamic fracture analysis of crack-defect interaction for mode I running crack using digital dynamic caustics method. Engin Fracture Mech 2016; 161:63-75.
- [8] Basravi A. Finite element analysis of reinforced concrete column with longitudinal hole. Faculty of Civil Engineering University Tektologi Malaysia; 2010.
- [9] Agne RR. Int J Surf Min Reclamat Environ 2007;6(1992):1993.
- [10] Segui JB, Higgins M. Blast design using measurement while drilling parameters” fragblast. Int J Blast Fragmen 2010; 6(3-4):287-99. 2002.
- [11] Smith B. Improvements in blast fragmentation using measurement while drilling parameters”, fragblast. Int J Blast Fragmen 2010;6. 2002 - Issue 3-4.
- [12] Yin K, Liu H. Using information extracted from drill data to improve blasting design and fragmentation. Fragblast Int J Blast Fragmen 2010;5(3):157-79. 2001.
- [13] Thornton D, Kanchibotla SS, Brunton I. modelling the impact of rockmass and blast design variation on blast fragmentation. Fragblast Int J Blast Fragment 2010;6(2): 169-88. 2002.
- [14] Itasca Consulting Group, Inc.. PFC2D manual: Optional features. Minnesota, USA: Itasca Consulting Group Inc.; 2004.
- [15] ANSYS Inc. “ANSYS AUTODYN user's manual”, ver. 13 ANSYS inc. 2010.
- [16] Dusseault MB, Nawrocki PA. Modelling of damaged zones around openings using radius-dependent Young's modulus. Rock Mech Rock Engin 1995;28(4):227-39.
- [17] Saiang D. “Behaviour of blast-induced damaged zone around underground excavations in hard rock mass” doctor of philosophy in rock mechanics and rock engineering. 2008.
- [18] Fracture Systems Ltd. “Excavation damaged zones assessment ” NWMO DGR-TR-2011-21. 2011.
- [19] Zhu T, Huang D. Influences of the diameter and position of the inner hole on the strength and failure of disc specimens of sandstone determined using the Brazilian split test. J Theoret Appl Mechan 2019;57(1):127-40 (warsaw).
- [20] Choi BH. New explosion modeling and its application to concrete column blasting using PFC. PhD thesis. Chonnam National Univ; 2005.
- [21] Chang S-H, Chung-In L, Lee Y-K. “An experimental damage model and its application to the evaluation of the excavation damage zone” rock. Mech. Rock Engng. 2007;40(3):245-85.
- [22] Zhao L, An X, Liu F, Zhang J, Hu N. “Secondary bending effects in progressively damaged single-lap single-bolt composite joints” Results in Physics. 2016.
- [23] Zhou J-W, Yang X-G, Xing H-G, Xue Y-F, He G. Assessment of the excavation-damaged zone in a tall rock slope using acoustic testing method. Geotech Geol Eng 2014;32:1149-58.
- [24] AlHomadhi ES. New correlations of permeability and porosity versus confining pressure, cementation, and grain size and new quantitatively correlation relates permeability to porosity. Arab J Geosci 2014;7:2871-9.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-388ed6c9-9a5a-43a9-96b1-73a0af87bc45