• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.325-325
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• 2004

최근 UC 공작기계의 활용성 및 산업전반에 차지하는 중요성이 날로 증가하고, If기술을 접목한 네트워크 솔루션의 비약적인 발달에 힘입어 대부분의 공정들이 자동화됨에 따라 최종 부품의 가공정밀도는 전적으로 CNC 공작기계에 의존한다고 할 수 있다. 그러나 공작기계 각 구성 부품들의 가공오차와 조립 시 발생하는 기하학적 오차, 장시간 사용으로 인한 마모, 구조물의 온도 상승에 따른 열팽창 등으로 인하여 공구와 공작물간에 상대적인 공칭거리와 실제로 운동하는 거리와의 차이가 발생한다.(중략)

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2005.04a
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• pp.389-392
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• 2005

Visual MODFLOW를 이용하여 서울지하철 7호선 706공구에 계획된 터널 굴착에 따른 지하수 유동계의 변화를 모사하였다. 경계조건은 모델 영역 내 하천(굴포천)의 경우 일정수두경계, 터널 굴착 구간의 경우 $0.39{\sim}0.58m^2/day$의 전도계수를 갖는 배수경계(Drain), 터널 개착구간은 Inactive cell이 존재하는 일정수두경계 조건으로 설정하였다. 모델 보정은 현장시험을 통해 구해진 수리상수는 일정하게 유지하고 함양률을 변화시키면서 실시하였으며, 정류모사를 반복 수행하여 최적의 함양률(150 mm/yr)을 결정하였다. 모사 결과 터널 구간으로의 지하수 유입량은 굴착 및 개착 완료 시 $623m^3/day$, 터널 완공 후 정류상태의 경우 $584m^3/day$인 것으로 나타났다. Zone Budget을 이용한 유출입량 분석 결과 정류 상태 시 터널 내로 유입되는 지하수의 69%는 터널 인근 하천수의 유입에 기인하며, 나머지 31%는 주변 지역에서 함양된 지하수에 의한 것으로 나타났다.

• Journal of the Korean Society of Industry Convergence
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• v.11 no.3
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• pp.135-140
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• 2008

This paper researched about Development Cutting Tool User Defined Module Based(PMCUDMS) on Simulation that was able to adapt themselves to rapid development of software and hardware to adopt. It is basic research that develops a scheme whereby technic make property. This paper theorized about to realize Cutting Tool User Defined Module Based on Simulation which is developing CNC Software flows from building Windows XP operating system's image that is possible realtime acting and multitasking to correct. And Cutting Tool User Defined Module Based on Simulation component which was consisted of basis OS, NC Code parser, Servo Motor Control, Simulator, Man-Machine Interface.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.405-408
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• 2008

The most effective factors that improve sections and elongate spans of the prestressed concrete girders are shapes of sections and strengths of concretes, and the concrete strength is more influenced to enhance the allowable tensile strength on top and bottom fibers than increasing of flexural strength of girders. In this study, 60 MPa high-strength prestressed concretes were constructed at the Wonsoo Bridge where in the 1st section of expanding constructions of the Nonsan to Junjoo Expressway, the high-strength concrete was placed on the eight- 35 meters simple span IPC girders of four lanes of Nonsan direction. During casting of girder concretes, quality controls were carried out with continuing controls of surface moistures and corrections of the unit water using the air-meter methods right after batching. It was confirmed that compressive strengths of girder concretes ensure the target strength and the heat of hydrations of girder concrete were measured. Though using same materials and constructing methods, there're a wide range of strengths of each girder, so, when high-strength concretes cast in the place hereafter, a countermove should be prepared.

• The Journal of Engineering Geology
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• v.16 no.4 s.50
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• pp.337-349
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• 2006

Seven hundred and fifty one fractures of the rhyolitic tuffaceous rock masses were mapped using 6 scanlines placed on rock slope exposures that were within 8.02 km of Busan-Ulsan highway. These data were analyzed to find the number of fracture sets that exist in the rock slopes and the probability distributions of orientation, spacing, trace length and fracture size in 3-D for each of the fracture sets. All the fracture set orientation distributions exhibit high variability. The Fisher distributions were found to be unsuitable to represent the statistical distribution of orientation for most of the fracture sets. The probability distributions, gamma, exponential and lognormal were found to be highly suitable to represent the distribution of spacing and semi-trace length of fracture sets. In obtain-ing these distributions, corrections were applied for sampling biases associated with spacing and trace length. The generated fracture system in 3-D was used to make predictions of fracture traces for each fracture set on 2-D win-dows. Developed stochastic 3-D fracture network for the rock mass was validated by comparing statistical proper-ties of the observed fracture traces on scanlines with the predicted fracture traces on the scanlines. This exercise fumed out to be successful.