• 대한기계학회논문집
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• 제16권6호
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• pp.1108-1114
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• 1992

본 연구에서는 폭발용접 성능평가에 중요한 영향을 주고 있는 기폭방법을 비 교하고, 선형 충격파의 발생방법과 이에 의한 접합 결과를 실험적으로 나타내고자 한 다.

• Journal of Astronomy and Space Sciences
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• 제19권3호
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• pp.207-214
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• 2002

인공위성 추진시스템의 액체연료(Hydrazine) 비정상유동 해석을 통해 연료공급 시스템내 유압특성이 유도된다. 정상상태 연소의 경우 연료유동량은 일정하나, 추력기밸브가 갑자기 닫히면 배관내 압력은 초기 탱크압력보다 높아진다. 결국 배관내 유압은 비정상상태가 되며, 유압 및 유량은 맥동현상을 보인다. 만약 상승압력이 너무 크게 되면, 추진제(연료)가 폭발분해를 일으키며, 추력기밸브 기능에 손상을 입힐 수 있고, 하이드라진 연료의 초음속 연소현상이 발생할 가능성이 있다. 또한 반사된 충격파로 인해 압력변환기의 감도저하 및 오작동을 유발하기도 한다. 위성의 추진시스템 설계시 비정상연료의 해석이 선행되어야 하며, 본 논문에서는 여러 설계인자에 대한 연료배관내 유압특성을 MOC 유동해석을 통해 제시하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1409-1416
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• 2010

It is essential to predict a blasting-induced excavation damage zone (EDZ) beyond the proposed excavation line of a tunnel because the unwanted damage area requires extra support system for tunnel safety. Complicated blasting process which may hinder a proper characterization of the damage zone can be effectively represented by two loading mechanisms. The one is a dynamic impulsive load generating stress waves outwards immediately after detonation. The other is a gas pressure that remains for a relatively long time. Since the gas pressure reopens up the arrested cracks and continues to extend some cracks, it contributes to the final formation of EDZ induced by blasting. This paper presents the simple method to evaluate EDZ induced by gas pressure during blasting in rock. The EDZ is characterized by analyzing crack propagation from the blasthole. To do this, a model of the blasthole with a number of radial cracks of equal length in an infinite elastic plane is considered. In this model, the crack propagation is simulated by using three conditions, the crack propagation criterion, the mass conservation of the gas, and the adiabatic condition. As a result, the stress intensity factor of the crack generally decreases as crack propagates from the blasthole so that the length of the crack is determined. In addition, the effect of rock properties, initial number of cracks, and the adiabatic exponent are investigated.

• 기술사
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• 제16권3호
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• pp.5-23
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• 1983

On the Seoul Metropolitan Subway Construction of No. 3, 4 Line, the total length is 57 Km and it is now undergoing almost 55％ progress. The working method is classified into Open Cut of 70% and the rest of 30% tunnelling method in the 48 job site. Above tunnelling method is execute by American Steel Support System and the rest of 10 job site carried out by New Austria Tunnelling Method. This paper describes Blasting Standardizations works on the above Tunnelling ' Open Cut Method under big slogan, first safety, second execution. As a superintendent, I strived standardization of works with Better powder, Better Drills ' Better Pattern. Geological structure of Seoul area is composed by Jurassic Granite and also the above rockgroup are over burden by Alluviums as a Unconformity. First of all, I carried out the standard amount of powder and burden through experimental standard blasting by each powder as following Blasting works in the subway construction is surrounding shop Building, under pass the city river and also under pass highest building basement floor. I made allowable Blasting Vibration Value by West-Germany Vornorm DIN 4150, Teil 3 and should measure each blasting works as fellows all of powder is used basically Low-Gravity and Low Velocity such as Slurry, Ammonium Nitrate ' Finex I, II. for Smooth Blasting Instead of Gelatin Dynamite. Electric Detonation Cap is used basically M/S Delay Cup instead of Electric delay ' Simultaneous cap. I applied following formula V=KW3/4 $D^{-2}$ V=Particle Velocity (Cm/sec) K=Ginh Huh's Value W=Delay Charge (Kg) D=Distance(m) In the Open Cut, within 1m distance from H-pile I made to use the Concrete breaker, as following V=7W/$^{0.5}$V/$^{-1.75}$ On the Concentrate Building area, I advise to use Light class drill ø36m Bit and advance 1.1m per round blasting the three boom jumbo drill over ø45mm used only suburb of city.e Light class drill ø36m Bit and advance 1.1m per round blasting the three boom jumbo drill over ø45mm used only suburb of city.