• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2017.04a
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• pp.15-15
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• 2017

본 연구는 필드 작업 시 작업조건에 따른 정식기의 PTO 부하를 측정하고, 이를 이용하여 작업조건에 따른 안전율 시뮬레이션을 목적으로 수행하였다. 부하 계측 시스템은 PTO 축의 부하를 측정하기 위한 토크 센서, 토크 센서에서 발생한 신호를 수집하기 위한 데이터 수집장치, 노트북에 전원을 공급하기 위한 파워 컨트롤러로 구성하였다. 토크센서에서 입력된 부하 데이터를 처리하기 위한 소프트웨어는 Labview(Version 2011, National Instrument, USA)를 사용하였다. 포장시험은 유사한 토양 조건에서 4회 반복 시험을 수행하였으며, 작업속도 고속 조건에서 4개의 주간거리(26, 35, 43, 80cm)와 3개의 식부깊이 (85, 105, 136mm)에 대하여 수행하였다. 안전율 시뮬레이션을 위한 소프트웨어는 KISSsoft(Version 2016, Kissling & Co. AG, Switzerland)를 사용하였다. 식부깊이 85mm에서 주간거리 26, 35, 43, 80cm일 때 작업시 각각 굽힘 안전율은 2.2874, 2.4507, 2.7139, 2.8064로 나타났으며 접촉 안전율은 1.1787, 1.2799, 1.3205, 1.3275로 나타났다. 식부깊이 105mm에서 주간거리 26, 35, 43, 80cm일 때 작업 시 각각 굽힘 안전율은 2.1261, 2.2781, 2.4879, 2.5866로 나타났으며 접촉 안전율은 1.1296, 1.1425, 1.2710, 1.2507로 나타났다. 식부깊이 136mm에서 주간거리 26, 35, 43, 80cm일 때 작업 시 각각 굽힘 안전율은 1.6587, 1.6651, 1.7824, 2.2198로 나타났으며 접촉 안전율은 1.0030, 1.0104, 1.0450, 1.1931로 나타났다. 주간거리에 따른 식부깊이의 굽힘 안전율과 접촉 안전율은 가장 차이가 큰 주간거리 80cm에서 식부깊이가 85, 105, 136mm일 때 작업 시 각각 굽힘 안전율은 2.8064, 2.5866, 2.2198로 나타났으며 접촉 안전율은 1.3275, 1.2507, 1.1931로 나타났다. 시뮬레이션 결과 정식기 베벨기어의 안전율은 주간거리가 짧을수록, 식부깊이가 깊을수록 더 낮게 나타났다. 그러므로 정식 작업 시 정식기의 부하와 내구성을 고려하여 적절한 작업조건을 선정해야 함을 알 수 있다. 또한 향후 다양한 토양 조건 및 작업 단수 등에 따른 포장시험을 추가로 진행하여 여러 조건에서의 안전율 시뮬레이션을 수행할 예정이다.

• The Journal of Engineering Geology
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• v.22 no.4
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• pp.375-385
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• 2012

Infiltration characteristics of cut-slope safety factors are considered for precipitation duration and intensity. Infiltration characteristics (infiltration module) and safety factor (slope module) changes of a cut-slope are analyzed under various conditions of precipitation intensity and duration, using the Soilworks program. The results indicate that the addition safety factors of the slope decreased immediately after the end of precipitation due to an increase in pore water pressure. The minimum safety factor for cut-slope infiltration analysis should be considered because of the because of the decrement of safety factors after precipitation that exceeds the decrement of safety factor during the duration of precipitation.

• Geotechnical Engineering
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• v.9 no.2
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• pp.41-54
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• 1993

This paper presents the two and three -dimensional stability analysis of nonhom- ogeneous, c-o soil slopes. Potential failure surface is assumed as a logspiral curve refracted in boundaries of layers. In 3-D analysis, rotational soil mass is assumed with a cylindroid central part terminated with plane ends. Seismic force is considered by sesmic intensity. The program developed in this study is compared with the program PCSTABLS. The ratio of three-dimensional minimum factor of safety to two-dimensional case is examined and factor of safety changes are showed for the ratio of cylindroid length to slope height and numbers of slice. On such bases the following conclusions may by made : (1) The program developed in this program is less conservative than the program PCSTABLS. (2) The value of F2 of this study shows the larger differences than that of PCSTABLS with increasing friction angle (3) Factors of safety computed for 3-D geometry differ considerablely from ordinary 2-D factors of safety. Since Fb/F2 exceeds unity, three -dimensional effects tend to increase the factor of safety. (4) As the ratio of three - dimensional failure width of slope height, b/H increase, the value of Fb/Ff decreases and approaches 1.0 when bye is 14. (5) In calculating the factor of safety using the developed program the number of slices is suitable with the ranges of 30-40

• 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.

• 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.

• Journal of the Korean Geosynthetics Society
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• v.15 no.2
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• pp.13-24
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• 2016

The safety factor of an infinite slope tends to be analyzed as lower when the effects of root cohesion are not considered into the equation. Thus, it is essential to consider regional characteristics such as root cohesion and crown density in order to obtain a reasonable safety factor value. In this study, The safety factor of the landslide model, both before and after considering crown density and root cohesion, was calculated and a comparative analysis was carried out. The safety factor is increased by the effect of roots cohesion of the analysis results, the amount of increase in safety factor along the inclination of the slope angle has been analyzed with various things, the effect of reinforcing the roots cohesion, slope of the lower angle it was found that the higher the safety factor increase.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.6 s.58
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• pp.183-191
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• 2009

In this study, the behavior and safety factor of a nailed-soil excavation wall during earthquake is presented. The horizontal displacement, axial force, shear force, and moment of facing of a nailed-soil excavation wall subjected to static and seismic load are analyzed using time history analysis. The safety factor based on the strength reduction technique proposed by Dawson and Roth is used to calculate the safety factor of a nailed-soil excavation wall during earthquake. The safety factor by the proposed method is verified by comparing with those by other methods.

• Journal of the Korean Geotechnical Society
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• v.35 no.5
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• pp.31-41
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• 2019

This paper demonstrates safety factor for effective planning at initial stage by utilizing results on changes of safety factor according to various conditions of slop and examines impacts of factors that affect slope safety factors as well. Firstly, it describes shear strength which satisfies minimum allowable safety factor: 1.20 depending on height and slope. As the height increases by 5.0 m, the safety factors decrease by 0.04 while it tends to consistently reduce by approximately 20%, 30% and 40% after height goes to 10.0 m. As slope reduces by about 0.3, the safety factors increases by 0.4, which shows the rate of safety factors on slope grows by about 10%, 20% and 30% on lowering slope. When cohesion goes up by 10.0 kPa the safety factors increases by around 40% respectably while the angle of internal friction grows by $5^{\circ}$, it increases by about 8%. The rate of safety factors is identified as $Fs=3.86H^{-0.59}$, Fs = 0.43 s, Fs = 0.04 c, $Fs=0.02{\phi}$ depending on height, slope and shear strength. The safety factor with rainfall infiltration tends to increase by 18% compared to the condition of saturated surface on earth.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.12
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• pp.496-503
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• 2016

To analyze an infinite slope that is reinforced with stabilizing piles, the forces on the stabilizing pile were estimated by the theory of plastic deformation and the theory of plastic flow and the effects of diverse factors on the factor of safety of an infinite slope were investigated. According to the results of the analyses, the factor of the safety of the slope reinforced with stabilized piles were increased tremendously and the factor of safety decreased as the center to center distance of the stabilizing pile increased. The effect of the existence of seepage of the infinite slope with stabilizing piles on the factor of safety appears to be insignificant. Considering the formulated factor of safety of an infinite slope with stabilizing piles, the width and length of the element of the infinite slope and force on the stabilizing pile influence the factor of safety of the infinite slope with a stabilizing pile including the soil strength parameter, inclination of the slope and depth of the slope, which are important for calculating the factor of safety of a non-reinforced infinite slope. The factor of safety of an infinite slope with stabilizing piles derived from the theory of plastic deformation were increased significantly with the internal friction angle of the soil, and the minimum and the maximum factor of safety under the conditions considered in this study were 13.7 and 65.6, respectively. As the diameter of the stabilizing pile increased, the forces on the stabilizing pile also increased but the factor of safety of the infinite slope with stabilizing piles decreased due to the effects of the width and the length of the element of the infinite slope. The factor of safety of the infinite slope with stabilizing piles derived from plastic flow were much larger than that of the non-reinforced infinite slope and the factor safety of the infinite slope with a stabilizing pile increased with increasing product of the flow velocity and plastic viscosity ( ) and the factor of safety of the infinite slope with stabilizing piles decreased with increasing center to center distance of the pile.

• Tunnel and Underground Space
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• v.14 no.5
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• pp.327-338
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• 2004

The purpose of this research is to establish a concept of the factor of safety of tunnels which is a quantitative estimate of the stability of tunnels. Based on this concept, a numerical technique which calculates the factor of safety of tunnels was developed. To obtain the safety factor of a tunnel, the strength reduction technique in which a series of analyses are repeated with reduced ground strength until the tunnel collapses were employed. With this technique, the failure plane, as well as the factor of safety, can be obtained without prescribing the trial failure plane. Analyses were conducted with FLA $C^{2D}$(ver3.3), a geotechnical analysis program which is based on the finite difference method. From the result, the location of plastic zones, the maximum convergence and the maximum stress generated in the support system were also analyzed. The result shows that factors of safety are higher for the 1st and 2nd rock classes, and lower for the lower rock classes. Furthermore, factor of safety is higher when $K_{0}$ =0.5 compared to at in case of $K_{0}$ =2.0. Through this research, it is found that the factor of safety defined in this research can be used as a good quantitative index representing the stability of tunnels. Also, close examination of the results can help adjustment of the quantity and location of additional supports.s.