• Proceedings of the Safety Management and Science Conference
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• 2000.05a
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• pp.309-314
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• 2000

산업안전을 평가하는 지수개발은 안전 프로그램의 발전 방향에 크게 기여하기 때문에 매우 중요하다. 한국에서는 현재 사업장의 안전평가를 위해서 산업재해 평가지수로서 재해빈도를 나타내는 도수율과 재해 강도를 나타내는 강도율을 주로 사용하고 있으며 그외에 연천인율, 종합재해지수등도 사용되고 있다. 이러한 산업안전평가지수들은 근로자들이 느끼는 주관적 안전의 정도를 나타내지 못한다. 근로자들이 느끼는 안전의 정도를 도수율과 강도율의 함수로 나타낸 평가지수인 동의안전지수(동의안전지수=0.2*도수율10.8*강도율)가 최근 개발되었다. 본 논문은 동의 안전지수를 이용하여 업종별 분석을 실시하여 업종별 근로자가 느끼는 위험의 정도를 알아내고, 이를 근거로 업종별 효과적인 안전관리 방안을 제시하고자 한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.3D
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• pp.383-390
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• 2008

Construction safety control system had improved constantly but the severity rate of injury don't reduced, safety level of construction don't progressed as usual. In order to reduce of the severity rate of injury safety control in site is important but it needs to improve form of system that introduce obligation of safety design and design safety appraisement, an effect use method of safety control cost. The safety control cost is problem that reduce than design cost accordance bidding rate and use a little safety facility cost compare with labor cost. This study tried reduce the severity rate of injury by propose effective improvement scheme through relevant problem analysis to the safety control cost and remove caution that the severity rate of injury don't reduced.

• Journal of the Korean Geosynthetics Society
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• v.12 no.1
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• pp.101-107
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• 2013

Environmental-friendly and economical construction are the recent issues for civil structures and soilbag as facing wall is widely used for cut-slope remediation projects. However, the stability of structures is an important issue for the use of environmental-friendly and economical materials. In order to understand the stability of soilbag reinforced retaining wall, tensile resistance, rupture, tensile strength, and internal/external safety factor of the wall were analyzed with MSEW program and the results were compared to the safety factor of block-type reinforced walls. The stability of retaining wall was analyzed with reduction coefficients of connection strength to check the connection stability. Because it is possible to move between soilbag and geogrid connector for soilbag retaining wall, the safety factor of the wall was analyzed with different inclination angles of soilbag. The analysis result shows that the connection strength and internal/external stability of soilbag reinforced wall satisfy the stability criteria.

• Journal of Korean Society of Industrial and Systems Engineering
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• v.3 no.3
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• pp.1-12
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• 1980

우리나라는 근대화와 더불어 산업의 고도성장을 기약하면서, 예기치 못했던 산업재해로 말미암아, 많은 생명과 재산에 대해선 막대한 손실을 초래시키고 있다. 그러나 산업재해의 본질이 어디에 있고, 또 그것이 얼마나 크게 생산손실을 초래하고 있는지에 대해서 아직 과학적인 본질을 파악하고 있지 못하기 때문에 현실적으로 많은 재해손실을 감수하고 있는 것이 사실이다. 이와같은 입장에서 본 연구는 우린 1974년부터 1978 년에 이르는 5개년간의 한국 산업재해의 본질을 이해하고 앞으로의 산업합리화를 위해 그 대책을 강구해 보자는 것인데, 이를 위해서 본 연구는 1. 서론(문제의 제기) 가. 연구방법 나. 연구범위 2. 재해발생 상황 가. 78년도 재해 발생 상황 나. 연도별 산업 재해 추이 1) 5년간 추이(지수비교) 2) 전년도와 비교(% 비교) 라. 연도별 재해 발생율(재해도수율, 강도율, 천인율) 1) 재해도수율, 강도율 2) 천인율 라. 연도별 경제적 손실 3. 산업별 재해 가 산업별 재해 상황 나. 전년도와 비교 다. 산업별 재해 발생율 1) 재해도수율, 강도율 2) 재해년천인율 라. 산업별, 년도별, 재해도수율, 강도율, 천인율 1) 광업 2) 제조업 3) 건설업 4) 전기가스.수도업 5) 운수보관.통신업 마. 산업별, 정도별 재해 4. 재해원인 가, 원인별, 재해 발생 실태 나. 산업별 원인별 재해 발생 실태 5. 결론으로 고찰했으며 우리나라의 산업재해는 매년 상승되고 있다는 것이 고찰에서 나타났는데, 이와 같은 경향은 산업의 확산증대에도 영향이 없는 것은 아니지만 전제적으로 안전의식의 결핍이 가장 큰 요인인 것으로 판단된다. 따라서 공업입국에 의한 경제자립과 지속적인 번영을 위해서는 $\circled1$ 계수적인 합리주의를 강력히 배제하고 사실에 입각한 과학적인 안전대책을 수립해야 하며, $\circled2$ 안전기준을 포함하는 모든 법령을 재정비하고, 단속법령으로서의 그것보다는 지도계몽을 위한 관계법령을 조속히 제정해야 하며, $\circled3$ 안전의식을 계발하여, 모든 능률관리, 생산성 향상의 근원으로 삼아야 할 것이며, $\circled4$ 안전전문연구기관을 적극적으로 육성하여 산업재해의 본질적인 원인연명과 재해대책을 수립해야 할 것이다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2022.07a
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• pp.107-109
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• 2022

본 논문은 건설구조물 안전의 가장 중요한 요소 중 하나인 콘크리트 압축강도 안정성을 확보하기 위한 시스템으로, 콘크리트 구조물을 만들 재료인 레미콘의 수분 감소율에 따른 압축강도 감소 리스크를 관리할 수 있는 모델을 제시하였다. 동일한 물,시멘트비(W/C)로 생산된 레미콘은 현장타설시까지 교통환경으로 인한 도착시간 지연 및 강우, 강설 등 외부적인 요건으로 감수율이 발생하는 리스크가 발생한다. 이로 인해 콘크리트의 압축강도가 저감하는 중대한 문제가 발생한다. 본 연구에서 제시한 알고리즘을 이용하여 현장 타설전 콘크리트 시료의 함수율을 측정하여 감수율이 발생한 제품 발견시, 실시간으로 Operator로 GCM 기반의 Push Alarm을 전송하여 감수율이 반영된 제품을 제공함으로써 구조물의 안전성을 확보할 수 있는 시스템을 모델링하였다. 본 연구는 기존시스템의 문제점을 실시간으로 개선할 수 있는 것으로 건설현장의 구조물 안정성 확보에 효과가 클 것으로 기대된다.

• The Journal of Engineering Geology
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• v.27 no.1
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• pp.31-40
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• 2017

The slope stability analysis by the limit equilibrium method has the disadvantage that it can be applied only when the analysis is performed by setting the critical plane after analyzing the active surface many times and the soil is uniform and only the safety factor can be calculated. However, the analysis using the strength reduction analysis method has advantages that the engineer can judge various aspects and calculate the safety factor. In this study, the safety factor according to the change of slope and shear strength was compared and analyzed using limit equilibrium analysis and strength reduction method. It is suggested that it is desirable to use the strength reduction method which can synthetically review the stress, displacement, and strain in the soil.

• Journal of Korean Tunnelling and Underground Space Association
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• v.9 no.2
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• pp.99-107
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• 2007

A method was suggested by You et al. (2000) to calculate safety factor of a tunnel based on numerical analysis with the shear strength reduction technique. In the method, the shotcrete is assumed to fail when its stress exceeds the allowable stress. The proposed method had been steadily developed by You et al. (2005) and Han et al. (2006). In this study, the previous routine was corrected so that tunnel construction sequences could be considered in calculating the safety factor of a tunnel. In addition, a proper way to model shotcrete is to be suggested by comparing with the previous studies.

• Tunnel and Underground Space
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• v.27 no.1
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• pp.39-49
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• 2017

The factor of safety (FOS) is commonly used as an index to quantitatively state the degree of safety of various rock structures. Therefore it is important to understand the definition and characteristics of the adopted FOS because the calculated FOS may be different according to the definition of FOS even if it is estimated under the same stress condition. In this study, four local factors of safety based on maximum shear stress, maximum shear strength, stress invariants, and maximum principal stress were defined using the Mohr-Coulomb and Hoek-Brown failure criteria. Then, the variation characteristics of each FOS along five stress paths were investigated. It is shown that the local FOS based on the shear strength, which is widely used in the stability analysis of rock structures, results in a higher FOS value than those based on the maximum principal stress and the stress invariants. This result implies that the local FOS based on the maximum shear stress or the stress invariants is more necessary than the local FOS based on the shear strength when the conservative rock mechanics design is required. In addition, it is shown that the maximum principal stresses at failure may reveal a large difference depending on the stress path.

• Tunnel and Underground Space
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• v.29 no.5
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• pp.346-355
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• 2019

When evaluating pillar stability in very closely spaced tunnels, a local safety factor (strength/stress ratio) at the minimum width has been widely used. Tension bolts have been frequently applied as reinforcement for the cases where safety factors are less than 1.0 from FEM stress analysis. However, the local safety factor shows a constant value irrespective of the change in pillar width/tunnel diameter (PW/D) and the safety factor of the pillar is underestimated because the variation of deviation stress is relatively small even when the pre-stressing is applied to the tension bolt. In addition, the average safety factor proposed by Hoek and Brown(1980) was reviewed, but the pillar safety factor was relatively overestimated when the width of the pillar was increased. As an alternative, the SRM safety factor using shear strength reduction method shows the effect of changing the safety factor in the case of no reinforcement and tension bolt reinforcement as the pillar width/tunnel diameter(PW/D) changes. The failure shape is also similar to the previous limit theory result. In this study, the safety factor was evaluated without considering rock bolt and shotcrete to distinguish reinforcing effect of tension bolt.

• Journal of the Korean Society of Propulsion Engineers
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• v.17 no.5
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• pp.80-85
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• 2013

This paper describes a probabilistic structural design method of composite propulsion system by comparing safety factor based on average value and allowable value with structural reliability. Generally, the required structural safety factor and reliability of composite pressure vessel are 1.5 and 0.999, respectively. In the case of structural design using average strength, the safety factor which satisfies the required structural reliability depends on the variation of fiber strength. However, the structural design using allowable value shows constant safety factor for the variation of fiber strength, because the allowable value of fiber strength is calculated by considering the variation of fiber strength. Through the analysis results, it was known that the fiber strength is the most important design random variable for the structural design of composite pressure vessel and the variation of fiber strength must be minimized to develop the high performance composite propulsion system.