FEATURES OF DRILLING-AND-BLASTING AT CONSTRUCTION OF BESKIDSKIY TUNNEL

Authors

DOI:

https://doi.org/10.15802/stp2016/84127

Keywords:

drilling and blasting works, technology of high-mountain tunnel constructing, railway tunnel, blast seismic, shot-delay and delay charges

Abstract

Purpose. In this article it is necessary to analyze the possibility of developing technology and increasing its efficiency during the Beskidskiy tunnel construction in difficult engineering and geological conditions. Methodology. The authors have performed analysis of the technological level of mining and construction works, new technique, equipment and production. One of the important issues of blasting operation is to ensure the seismic safety, acting at a distance of 30 m in the axes of single-track tunnel, as the distance to it will be 20 m from the nearest charge in the laying tunnel. This problem was solved by applying the combined blasting of blast-hole charges with delay-action and long-delay ways. Herewith the total mass of charges in the stope was divided into three groups, in which the first group is exploded by short-delay firing with, and the second one is exploded by short-delay firing too with intervals of 200…400 ms, the third is exploded by long-delay blasting at intervals of 500…10000 ms. The combined blasting of short-delay charges and delay action ones let significantly reduce seismic action at a mass explosion of charges when driving of double-track railway tunnel of a large cross-section. Findings. The paper presents the developed technology model, describing dependence of the machines from engineering and geological conditions. The methodology of drilling and blasting works at the construction of the tunnel callote and stross as well as a technique of arrangement determination and intervals of shot-delay and delay blasting of blasthole explosive charges was developed. Maximum permissible concentration of gases and vapours at blasting was presented. The calculations showed that the maximum level of gas contamination of the working area in Beskidskiy tunnel is achieved at blast operations. In accordance with this ventilation of the tunnel when driving is carried out by independent systems with mechanical ventilation by blowing using mine fans of special mining enterprises. Originality. The developed seismically safety charge masses are based on the well-known state about antiseismic blasting regulations. Practical value. The authors proposed and grounded the efficient technology for reduction to practice of drilling and blasting works (with dividing of the tunnel cross-section into the calotte and stross during of the Beskydy high-mountain tunnel construction. The results of technological experiment are presented.

Author Biographies

V. D. Petrenko, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

Dep. «Bridges and Tunnels», Lazaryan St., 2, Dnipro, Ukraine, 49010, tel. +38 (056) 373 15 53

O. L. Tiutkin, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

Dep. «Bridges and Tunnels», Lazaryan St., 2, Dnipropetrovsk, Ukraine, 49010, tel. +38 (056) 373 15 53

S. T. Proskurnia, State Enterprise «Zachiddorvybuchprom»

Main engineer of State Enterprise «Zachiddorvybuchprom», Ternopil, 46006, Gayova St.,47

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Published

2016-10-25

How to Cite

Petrenko, V. D., Tiutkin, O. L., & Proskurnia, S. T. (2016). FEATURES OF DRILLING-AND-BLASTING AT CONSTRUCTION OF BESKIDSKIY TUNNEL. Science and Transport Progress, (5(65), 178–185. https://doi.org/10.15802/stp2016/84127

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Section

TRANSPORT CONSTRUCTION