• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.4
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• pp.95-106
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• 1992

This paper presents a comparative evaluation of five different types of steel fibers used as reinforcing material in concrete beams. Two types of plain and RC beams were prepared to compare the relative flexural behavior. The fibers used were dog bone (paddled), both ends hooked. コ-type straight. crimped and wavy type with aspect ratio of 43 to 75. Fiber volume fraction of 1 to 2% were used while shear span to depth ratio (aid) and steel ratio p were fixed. Fiber reinforcement effect index Ef and effective toughness index Te were adopted to evaluate fiber reinforcing effects. The effect of fiber reinforcement on flexural strength is higher in plain beams than in RC beams. Hooked and dog bone type fibers were found to be more effective than the other type ones in enhancing the flexural strength and post-peak energy absorption capacity of concrete beams.

• Journal of the Korean Society of Hazard Mitigation
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• v.4 no.1 s.12
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• pp.25-31
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• 2004

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment is defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall Infiltration show that rainfall Infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

• Tunnel and Underground Space
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• v.28 no.4
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• pp.343-357
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• 2018

Algorithm which can analyze the slope failure behavior utilizing the comprehensive information of the dense point of joint poles and the joint set orientations, both of which are obtained statistically, and the defect pattern of pole distribution has been developed. This method overcomes the potential incorrectness of the hemispheric projection method utilizing the joint set orientations only and also enhances the reliability of slope failure analysis. To this end a method capable of calculating the joint dispersion index directly from the joint pole distribution, instead of contour map, has been devised. The representative orientations for the slope failure analysis has been determined by considering the number and orientations of cone angle-dependent joint sets as well as the joint dispersion index. By engaging these representative orientations to the hemispheric projection analysis more reliable slope failure examination has been carried out. Sensitivity analysis for the potentially unstable slope of plane failure mode has been performed. Significance of joint strength index and the external seismic loading on the slope stability has been fully analyzed.

• Korean Journal of Remote Sensing
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• v.38 no.6_3
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• pp.1861-1869
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• 2022

Recent climate change can increase the frequency and damage of wildfires worldwide. It can also lead to the deterioration of the forest ecosystem and increase casualties and economic loss. Satellite-based indices for forest damage can facilitate an objective and rapid examination of burned areas and help analyze inaccessible places like North Korea. In this letter, we conducted a detection of burned areas in North Korea using the traditional Normalized Burn Ratio (NBR), the Normalized Difference Vegetation Index (NDVI) to represent vegetation vitality, and the Fire Burn Index (FBI) and Forest Withering Index (FWI) that were recently developed. Also, we suggested a strategy for the satellite-based detection of burned areas in the Korean Peninsula as a result of comparing the four indices. Future work requires the examination of small-size wildfires and the applicability of deep learning technologies.

• Tunnel and Underground Space
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• v.19 no.3
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• pp.236-247
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• 2009

Overpopulation has significantly increased the use of underground spaces in urban areas, and led to the developments of shallow-depth underground space. Due to unexpected rock fall, however, it is very necessary to understand and categorize the rock mass behaviors prior to the tunnel excavation, by which unnecessary casualties and economic loss could be prevented. In case of cave-in, special attention should be drawn since it occurs faster and greater in magnitude compared to rock fall and plastic deformation. Types of cave-in behavior are explained and categorized using seven parameters - Uniaxial Compressive Strength (UCS), Rock Quality Designation (RQD), joint surface condition, in-situ stress condition, ground water condition, earthquake & ground vibration, tunnel span. This study eventually introduces a new index called Cave-in Behavior Index (CBI) which explains the behavior of cave-in under given in-situ conditions expressed by the seven parameters. In order to assess the mutual interactions of the seven parameters and to evaluate the weighting factors for all the interactions, survey data of the experts' opinions and Rock Engineering Systems (RES) were used due to lack of field observations. CBI was applied to the tunnel site of Seoul Metro Line No. 9. UDEC analyses on 288 cases were done and occurrences of cave-in in every simulation were examined. Analyses on the results of 288 cases of simulations revealed that the average CBI for the cases when cave-in for different patterns of tunnel support was estimated by a logistic regression analysis.

• Journal of the Korean Geotechnical Society
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• v.29 no.1
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• pp.23-27
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• 2013

The risks of debris flows caused by climate change have increased significantly around the world. Recently, landslide disaster prevention technology is more focused on the failure and post-failure dynamics to mitigate the hazards in flow-prone area. In particular, we should define the soil strength and flow characteristics to estimate the debris flow mobility in the mountainous regions in Korea. To do so, we selected known ancient landslides area: Inje, Pohang and Sangju debris flows. Firstly we measured physical and mechanical properties: liquidity index and undrained shear strength by fall cone penetrometer. From the test results, we found that there is a possible relationship between liquidity index and undrained shear strength, $C_{ur}=(1.2/I_L)^{3.3}$, in the selected areas, even though they were different in geological compositions. Assuming that the yield stress is equal to the undrained shear strength at the initiation of sliding, we examined the flow characteristics of weathered soils in Korea. When liquidity index is given as 1, 1.5 and 3.0, the debris flow motion of weathered soils is compared with that of mud-rich sediments, which are known as low-activity clays. At $I_L=1$, it seems that debris flow could reach approximately 250m after 5 minutes. As liquidity index increased from 1 to 3, the debris flow propagation of weathered soils is twice than that of low-activity clays. It may be due to the fact that soil masses mixed with the ambient water and then highly fragmented during flow, thereby leading to the high mobility. The results may help to predict the debris flow propagation and to develop disaster prevention technology at similar geological settings, especially for the weathered soils, in Korea.

• Journal of Periodontal and Implant Science
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• v.28 no.1
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• pp.161-175
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• 1998

치주상태의 진단은 일반적으로 치주탐침과 같은 임상적 검사와 보조적으로 방사선 검사를 이용한다. 방사선학적인 검사가 치주조직의 파괴정도와 골 흡수를 진단하는데 유용하지만 실제적인 골 흡수를 정확하게 나타나는데는 한계가 있다고 하였다. 그리고 임상적 측정과 방사선 사진을 비교연구하여 이들간의 관계를 알아보고자 하는 노력이 있었다. 방사선이 임상에서 참고사항으로는 중요하지만 절대적 신뢰를 주는데는 문제가 있는 것으로 생각되어왔다. 방사선학적 측정과 임상지수 측정간의 상관관계에대하여 계속적인 연구를 통해 규명하는 것이 중요하다고 생각되어 저자는 연세대학교 치과 대학병원 치주과를 내원한환자중 연령 및 성별에 관계없이 전신질환이 없는 환자 130명을 대상으로 소구치의 원.근심부, 대구치의 원.중.근심부에서 치주낭의 깊이와 (P.D), 부착상실 (A.L)을 측정하였다. 방사선 사진상의 원.근심부에서 백악 법랑질 경계부에서 치조골능 상부까지의 치조골 수준 (Rx.B.L)을 측정하였고 이개부 부위에서는 이개부의 천정으로부터 나타나는 골 흡수의 방사선 투과상을 측정하였다. 이를 기초로 임상지수와 방사선학적 측정간에 상관관계를 연구하여 다음과 같은 결론을 얻었다. 1. 원·근심부의 P.D와 Rx.B.L을 비교 했을 때 상관관계는 모든 치아에서 높게 나타났다(r=0.897$\sim$r=0.725, p<0.01). 2. 원·근심부의 A.L와 Rx.B.L을 비교 했을 때 상관관계는 모든 치아에서 높게 나타났다 (r=0.915$\sim$r=0.732, p<0.01 ). 3. 대구치 769개가 실험 대상인었다. 상악 대구치중(356개) 40%가 이개부 병소를 나타냈고 (146개), 하악 대구치중(413개) 41%가 이개부 병소를 나타냈다(170개). 4. 대구치의 이개부 병소의 중앙부에서 측정한 P.D와 Rx.B.L을 비교 하였을 때 상관관계는 상악 제1대구치를 제외한 모든 치아에서 높게 나타 났다(r=0.811$\sim$r=0.435, p<0.01). 5. 대구치의 이개부 병소의 중앙부에서 측정한 A.L와 Rx.B.L을 비교 하였을 때 상관관계는 상악 제1대구치를 제외한 모든 치아에서 높게 나타 났다(r=0.906$\sim$r=0.479, p<0.01). 이상의 결과를 종합하여 볼 때 임상지수와 방사선학적 측정을 비교한 바, 이들의 상관관계는 모든 치아에서 밀접하게 나타났다. 따라서 방사선학적 측정은 임상지수와 더불어 치주질환의 진단과 치료계획에 크게 기여할 수 있을 것으로 사료된다.

• Journal of the Korean Geotechnical Society
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• v.29 no.11
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• pp.73-84
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• 2013

When a slope failure or a debris flow occurs, a shear strength on failure plane becomes nearly zero and soil begins to flow like a non-cohesive liquid. A consistency of cohesive soils changes as a water content increases. Even a cohesive soil existing at liquid limit state has a small amount of shear strength. In this study, a water content, at which a shear strength of cohesive soils is zero and then cohesive soils will start to flow, was proposed. Three types of clays (kaolinite, bentonite and kaolinite (50%)+bentonite (50%)) were mixed with three different solutions (distilled water, sea water and microbial solution) at liquid limit state and then their water contents were increased step by step. Then, their undrained shear strength was measured using a portable vane shear device called Torvane. The ranges of undrained shear strength at liquid and plastic limits are 3.6-9.2 kPa and 24-45 kPa, respectively. On the other hand, the water content that corresponds to the value of the undrained shear strength changing most rapidly is called flow water content. The flow limit refers to the water content when undrained shear strength of cohesive soils is zero. In order to investigate the relationship between liquid limit and flow limit, the cohesive index was defined as a value of the difference between flow limit and liquid limit. The new plasticity index was defined as the value of difference between flow limit and plastic limit. The new liquidity index was also defined using flow limit. The values of flow limit are 1.5-2 times higher than those of liquid limit. At the same time, the values of new plasticity index are 2-5.5 times higher than those of original plasticity index.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.3
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• pp.299-309
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• 2022

This paper presents a new class of the vehicular live load factor for a reliability-based bridge design code. The significance of the current vehicular live load factor of 1.8 is investigated based on the return period of the vehicular live load and the design life of a bridge. It is shown that the current vehicular live load factor corresponds to a return period of 6.7 million years for a 100-year design life, which seems to be unrealistic in an engineering sense, and that the target reliability of 3.72 is set to too high without any reasoning for the gravitational load-governed limit state compared with that of the other limit states. In case the same return period as the design wind velocity or the ground acceleration is employed for the vehicular live load, the corresponding vehicular live load factor becomes around 1.15, and the target reliability index for the return period may be selected as 2.0 or 2.5 depending on the governing load effect. The complete sets of the load-resistance factors for the proposed target reliability indices are evaluated through optimization.

• Proceedings of the KIEE Conference
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• 2001.11a
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• pp.93-95
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• 2001

현재 폴리머 애자의 금구 재질로 사용되고 있는 구상 흑연 주철품(FCD450). 기계 구조용 탄소강(SM20C) 및 알루미늄 합금(A2024)의 압착에 따른 인장파괴하중의 값과 재질고유의 인장시험 등을 통하여 가장 우수한 특성을 보이는 재질을 선정하고자 하였다. 본 실험 결과 기계구조용 탄소강(SM20C)이 압착조건에서는 기계적 특성에서 우수한 재질로 판정이 되었으며, Qs(품질관리지수)를 계산한 결과도 만족한 값을 보였다. 향후 전철용 고분자 장간애자에서는 구상 흑연 주철품(FCD450)으로만 규정되어 있는 금구 재질을 동등 이상의 재질로 규정하는 것이 특성향상에 바람직할 것으로 보여진다.