Abstract
The quality of contour blasting depends on many initial blasting parameters. The parameters including blasthole diameter, rock Protodyakonov coefficient, tunnel area and distance between cracks on the tunnel face are more important. In this study, an algorithm linking between Delphi programming language and AutoCAD was created to develop a tunnel blasting model. Using this model, tunnel contour blasting passport in AutoCAD can be obtained automatically. The effects of rock Protodyakonov coefficient and cracks’ distance on blastholes number and specific charge with the variation of blasthole diameter and the semi-circular tunnel face area were investigated to yield a set of equations with the highest correlations. The results show that specific charge increases as rock Protodyakonov coefficient, cracks’ distance and drillhole diameter increase, but decreases when tunnel face area increases. In addition, the number of drillholes increases linearly as tunnel face area increases but decreases when drillhole diameter increases.
摘要
光面爆破效果高度依赖炮孔直径、岩石普氏系数、隧道断面和裂隙与隧道轮廓之间的间距等初 始爆破参数。本文提出一种能够实现Delphi 程序语言与AutoCAD 对接的算法, 基于提出的算法开发 了一种隧道爆破设计模型。该隧道爆破设计模型能够实现以AutoCAD 为平台的隧道光面爆破自动设 计。在炮孔直径和隧道断面变化的条件下, 研究了岩石普氏系数和裂隙间距对炮孔数量和单位炸药消 耗量的影响, 给出了一组高度相关方程。研究结果表明, 单位炸药消耗量随着岩石普氏系数、裂隙间 距和炮孔直径的增加而增加, 但是随着隧道断面积的增加而减小。此外, 炮孔数量随着隧道断面积的 增加呈线性增加, 但是随着炮孔直径的增大而减小。
Similar content being viewed by others
References
VERMA H K, SAMADHIYA N K, SINGH M, GOEL R K, SINGH P K. Blast induced rock mass damage around tunnels [J]. Tunnelling and Underground Space Technology, 2017, 71: 149–158. DOI: https://doi.org/10.1016/j.tust.2017.08.019.
MISHRA A K, GUPTA R N. Rapid excavation of tunnels using innovative drilling and blasting techniques [C]// The 10th International Symposium on Rock Fragmentation by Blasting. London: Taylor & Francis Group, 2013: 15–22.
HU Ying-guo, LU Wen-bo, CHEN Ming, YAN Peng, YANG Jian-hua. Comparison of blast-induced damage between presplit and smooth blasting of high rock slope [J]. Rock Mechanics and Rock Engineering, 2014, 47(4): 1307–1320. DOI: https://doi.org/10.1007/s00603-013-0475-7.
LIU Kai-yun, LIU Bao-guo. Optimization of smooth blasting parameters for mountain tunnel construction with specified control indices based on a GA and ISVR coupling algorithm [J]. Tunnelling and Underground Space Technology, 2017, 70: 363–374. DOI:https://doi.org/10.1016/j.tust.2017.09.007.
MAN Ke, LIU Xiao, WANG Ju, WANG Xi-yong. Blasting energy analysis of the different cutting methods [J]. Shock and Vibration, 2018, 2018: 9419018. DOI: https://doi.org/10.1155/2018/9419018.
XIE L X, LU W B, ZHANG Q B, JIANG Q H, WANG G H, ZHAO J. Damage evolution mechanisms of rock in deep tunnels induced by cut blasting [J]. Tunnelling and Underground Space Technology, 2016, 58: 257–270. DOI: https://doi.org/10.1016/j.tust.2016.06.004.
SOROUSH K, MEHDI Y, ARASH E. Trend analysis and comparison of basic parameters for tunnel blast design models [J]. International Journal of Mining Science and Technology, 2015, 25(4): 595–599. DOI: https://doi.org/10.1016/j.ijmst.2015.05.012.
BERTA G. Explosives: An engineering tool [J]. Italesplosive, 1990, 6: 452–460.
Charge calculations for tunnelling [M]// Underground Mining Methods Handbook. New York: Society of Mining Engineers, 1982.
OLOFSSON S O. Applied explosives technology for construction and mining [M]. ARLA, Sweden: APPLEX (Applied Explosives Technology), 1990.
ZHOU Chuan-bo, WANG peng, LEI Yong-jian, YIN Xiao-peng. Optimization on cut-hole of mining tunnel excavation [J]. Mining Science and Technology, 2009, 19(1): 70–73. DOI: https://doi.org/10.1016/S1674-5264(09)60013-2.
ZARE S, BRULAND A. Comparison of tunnel blast design models [J]. Tunnelling and Underground Space Technology, 2006, 21(5): 533–541. DOI: https://doi.org/10.1016/j.tust.2005.09.001.
JIMERO C L, JIMERO E L, CARCEDO F J A. Drilling and blasting of rocks [M]. London: Taylor& Francis Group, 1995.
ZHANG Zong-xian. Rock fracture and blasting theory and applications [M]. Oxford: Butterworth-Heinemann, 2016. DOI: https://doi.org/10.1016/b978-0-12-802688-5.00003-8.
XIAO Shuang-shuang, LI Ke-min, DING Xiao-hua, LIU Tong. Rock mass blastability classification using fuzzy pattern recognition and the combination weight method [J]. Mathematical Problems in Engineering, 2015: 724619. DOI: https://doi.org/10.1155/2015/724619.
NGUYEN H, BUI X N, TRAN Q H, LE T Q, DO N H, LE T T H. Evaluating and predicting blast-induced ground vibration in open-cast mine using ANN: A case study in Vietnam [J]. SN Applied Sciences, 2019, 1(1): 125. DOI: https://doi.org/10.1007/s42452-018-0136-2.
PROTODYAKONOV M. Mechanical properties and drillability of rocks [C]// Proceedings of the Fifth Symposium on Rock Mechanics. US: Symposium Publication division, 1962: 103–118.
LU P. The characterisation and analysis of in-situ and blasted block size distribution and the blastability of rock masses [D]. London: University of London, 1997.
LANGEFORS U, KIHLSTROM B. The modern technique of rock blasting [M]. Stockholm: Almqvist & Wiksell Forlag AB, 1978.
NOGEL J O. Rock fragmentation with explosives [M]. La Habana: Felix Varela, 1998. (in Spanish)
Author information
Authors and Affiliations
Contributions
CAO Ping provided the concept and edited the paper. Nguyen Ngoc MINH designed the study, conducted the literature review, wrote and edited the paper. LIU Zhi-zhen edited the paper.
Corresponding author
Additional information
Conflict of interest
CAO Ping, Nguyen Ngoc MINH and LIU Zhi-zhen declare that they have no conflict of interest.
Rights and permissions
About this article
Cite this article
Minh, N.N., Cao, P. & Liu, Zz. Contour blasting parameters by using a tunnel blast design mode. J. Cent. South Univ. 28, 100–111 (2021). https://doi.org/10.1007/s11771-021-4589-x
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11771-021-4589-x