• 터널과지하공간
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• 제7권2호
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• pp.150-157
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• 1997

Various analytical, empirical and theoretical methods for slope stability assessment were applied on slopes to develop aggregate quarry optimally. Among them are block theory, stereographic analysis, RMR, SMR, limit equilibrium method and maximum likelihood. Test site was estimated that slopes were apt to fail although rock quality was good. Modified direction and dip angle was suggested for stability. To reduce the overbreak and to improve the stability, the vertical blasting was recommended for new subground level.

• 대한물리의학회지
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• 제3권3호
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• pp.203-213
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• 2008

Purpose : The purpose of the study was to investigate the effects of sustained natural appophyseal glides (SNAGS) on pain and lumbar stability in patients with chronic low back pain. Methods : The subjects were assigned randomly devided SNAGS group(n=18) and control group(n=18). The SNAGS group received Infrared(IR) used thermal therapy for 20minutes, Interference current therapy(ICT) used electrical therapy for 10minutes and SNAGS for 10minutes to 15minutes. The control group received IR used thermal therapy for 20minutes, ICT used electrical therapy for 10minutes and active stretching exercise for 10minutes to 15minutes. The visual analogue scale(VAS) and lumbar stability were measured at pre-treatment and post-treatment. Results : The results of this study were summarized as follows : 1. The VAS score of SNAGS group and control group was significantly within-subjects pre-test and post-test (p<.05), there was significantly difference between-subjects on each groups(p<.05). 2. The SNAGS group was significantly increased in variation of lumbar stability on $0^{\circ}$, $180^{\circ}$, $90^{\circ}$, $-90^{\circ}$, $45^{\circ}$, $-45^{\circ}$, $135^{\circ}$ and $-135^{\circ}$ within-subjects pre-test and post-test(p<.05), but The control group wasn't significantly increased in variation of lumbar stability on $0^{\circ}$, $180^{\circ}$, $90^{\circ}$, $-90^{\circ}$, $45^{\circ}$, $-45^{\circ}$, $135^{\circ}$ and $-135^{\circ}$ within-subjects pre-test and post-test(p>.05). There was significantly difference between-subjects on each groups(p<.05). Conclusion : In conclusion, SNAGS found that effective to decrease of pain and increase of lumbar stability. Therefore, the results of this study suggests that SNAGS is beneficial treatment for chronic low back pain.

• 한국도로학회논문집
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• 제18권4호
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• pp.29-35
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• 2016

PURPOSES : The new waste management policy of South Korea encourages the recycling of waste materials. One material being recycled currently is tire-derived fuel (TDF) ash. TDF is composed of shredded scrap tires and is used as fuel in power plants and industrials plants, resulting in TDF ash, which has a chemical composition similar to that of the fly ash produced from coal. The purpose of this study was to evaluate the properties of an asphalt concrete mix that used TDF ash as the mineral filler. METHODS : The properties of the asphalt concrete were evaluated for different mineral filler types and contents using various measurement techniques. The fundamental physical properties of the asphalt concrete specimens such as their gradation and antistripping characteristics were measured in accordance with the KS F 3501 standard. The Marshall stability test was performed to measure the maximum load that could be supported by the specimens. The wheel tracking test was used to evaluate the rutting resistance. To investigate the moisture susceptibility of the specimens, dynamic immersion and tensile strength ratio (TSR) measurements were performed. RESULTS : The test results showed that the asphalt concrete containing TDF ash satisfied all the criteria listed in the Guide for Production and Construction of Asphalt Mixtures (Ministry of Land, Infrastructure and Transport, South Korea). In addition, TDF ash exhibited better performance than that of portland cement. The Marshall stability of the asphalt concrete with TDF ash was higher than 7500 N. Further, its dynamic stability was also higher than that listed in the guide. The results of the dynamic water immersion and the TSR showed that TDF ash shows better moisture resistance than does portland cement. CONCLUSIONS : TDF ash can be effectively recycled by being used as a mineral filler in asphalt, as it exhibits desirable physical properties. The optimal TDF ash content in asphalt concrete based on this study was determined to be 5%. In future works, the research team will compare the characteristics of asphalt concrete as function of the mineral filler types.

• Fisheries and Aquatic Sciences
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• 제27권5호
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• pp.265-275
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• 2024

The success of establishing the Indonesian growing fast hybrid carp, namely "Permata", on a controlled environmental test must be followed up with a large-scale test. This study aims to evaluate the phenotypic performance of the Permata hybrid carp in multi-locations with different cultivation systems. The test sites consisted of floating net cages, running-water ponds, semi-concrete ponds, earthen ponds, fully concrete ponds, and static net cages. For 90 days, fish were fed commercial pellets with a 28%-30% protein content. At the end of the test, all fish were harvested and counted. Data on length, weight, survival rate, and harvested biomass were used to analyze the effect of genotype, environment, and their interaction on the phenotypic performance. The growth based on final weight is used to analyze the stability performance in each test location. The results showed that the length and weight of common carp were significantly affected by genotype and the environment, but not by the interaction of both. The genotype, environment, and the interaction of both factors affected common carp's survival and harvested biomass. Common carp reared in floating net cages generally had the best performance, while carp reared in fully concrete tanks and static net cages had the lowest. The growth stability analysis showed that the common carp in this study were unstable genotypes but have a broad adaptability in term of different environments.

• 대한정형도수물리치료학회지
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• 제13권2호
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• pp.12-20
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• 2007

The purpose of this study was designed to find out the effectiveness of vertebral segment instability, muscle fatigue response on lumbar spine after apply lumbosacral stabilization exercise program to 4 patients with chronic low back pain and for 12 weeks. In this study, the lumbar spine motion with blind by MedX test machine and the difference of instability to lumbar vertebra segments in flexion, extension test of standing position and spinal load test(Matthiass Test) by Spinal Mouse. The stabilization exercise program was applied 2 times a week for 12 weeks in hospital and 2 times a day for 20 minutes at home. The results of the present study were as follows: 1. Instability test of lumbar vertebra segment is 2 type differential angle test between vertebrae segment and loading test of spine(matthiass) by Spinal Mouse. It appeared to improve stability of segments in sagittal plane after applying program. So lumbar spine curve increased lordosis toward anterior and was improved of the lumbar spine flexibility in flexion and extension. Specially, in matthiass test, (-) value was increased between lumbar vertebra segment when was the load on spine. And so applying stability improved after program. 2. Fatigue response test(FRT) results, in male, was raised muscle fatigue rate during increase weight, on the other hand female appeared lower than male. As a results, lumbosacral stabilization exercise was aided to improvement of lumbar spine vertebra segments stabilization. Spine instability patients will have a risk when in lifting a load or working with slight flexion posture during the daily of living life and it is probably to increase recurrence rate. Thus, not only lumbar extension muscle strength but also stability of vertebra segments in lumbar spine may be very important.

• 대한물리치료과학회지
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• 제13권4호
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• pp.7-16
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• 2006

The purpose of this study was designed to find out the effectiveness of vertebral segment instability, muscle fatigue response on lumbar spine after apply lumbosacral stabilization exercise program to 4 patients with chronic low back pain and for 12 weeks. In this study, the lumbar spine motion with blind by MedX test machine and the difference of instability to lumbar vertebra segments in flexion, extension test of standing position and spinal load test(Matthiass Test) by Spinal Mouse. The stabilization exercise program was applied 2 times a week for 12 weeks in hospital and 2 times a day for 20 minutes at home. The results of the present study were as follows: 1. Instability test of lumbar vertebra segment is 2 type differential angle test between vertebrae segment and loading test of spine(matthiass) by Spinal Mouse. It appeared to improve stability of segments in sagittal plane after program. So lumbar spine curve increased lordosis toward anterior and was improved of the lumbar spine flexibility in flexion and extension. Specially, in matthiass test, ( - ) value was increased between lumbar vertebra segment when was the load on spine. And so stability improved after program. 2. Fatigue response test(FRT) results, in male, was raised muscle fatigue rate during increase weight, on the other hand female appeared lower than male. As a results, lumbosacral stabilization exercise was aided to improvement of lumbar spine vertebra segments stabilization. Spine instability patients will have a risk when in lifting a load or working with slight flexion posture during the daily of living life and it is probably to increase recurrence rate. Thus, not only lumbar extension muscle strength but also stability of vertebra segments in lumbar spine may be very important.

• 한국컴퓨터정보학회논문지
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• 제13권2호
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• pp.67-78
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• 2008

본 논문에서는 대규모 국가기술자격 종합관리시스템 구축 및 운영에서 중요한 관리요소인 상설검정체계가 안정성과 시스템부하 측면에서 불안요소를 가지고 있는바, 최대 효율성과 안정성을 기반으로 WBT(Web-based test)와 CBT(Computer-based test)의 장점만을 혼용한 WCBT시스템을 설계하고 구현하였다. 제안된 시스템의 성능평가를 위하여 기본적 시뮬레이션으로 파일럿시스템에서 제안 기술을 적용하여 검증 한 후 대한상공회의소 실시간 국가기술자격 시험에 적용한 결과 안정성이 입증되어 지방상공회의소까지 지속적으로 확대할 계획이다. 제안 시스템은 해외자격시험에서 자주 발생되는 통신장애 문제를 근본적으로 해결하였으며 시스템부하 측면에서 최대 효율성을 보여주었다. 본 논문에서 설계 및 구현한 WCBT 서버 및 클라이언트시스템은 운영자 및 시험 감독자의 관리체계와 편리성에서도 좋은 평가를 도출하였다.

• 지질공학
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• 제21권1호
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• pp.57-64
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• 2011

화강암과 안산암질 암맥이 공존하고 있는 붕괴사변을 대상으로 지질에 의한 전단강도의 차이를 반영한 3차원 사면안정해석을 수행하였다. 지질이 서로 다른 두 종류의 파괴면에 대한 전단강도를 파악하기 위하여 흙-암 경계면 직접전단시험을 수행하였고, 또한 상부 풍화토층에 대한 실내토질시험을 실시하였다. 시험결과 풍화토층에 비하여 흙-암 경계면의 전단강도가 낮게 나타났다. 사면내 지질분포의 차이가 안정성해석 결과에 영향을 주는 것을 알아보기 위하여 한계평형법을 이용한 2차원사면안정성 해석을 대표단면에서 실시하였으며, 사면내 분포지질에 따라 입력치를 다르게 할 수 있는 3차원사면안정성해석을 실시하여 2차원안정성해석과 그 결과를 비교하였다. 해석결과에 의하면 안전율이 건기시 0.92와 포화시 0.32로 모두 불안정하게 나타난 2차원해석결과와는 달리 3차원해석결과에서는 건기시에 안전율이 1.26, 포화시에 0.55로 나타났다. 이러한 결과는 사면내 지질분포를 고려할 경우 안정성 해석의 결과가 달라질 수 있음을 보여주고 있으며, 우기 직후 붕괴가 일어났던 점을 고려하면 3차원해석결과가 보다 현실적인 것으로 판단된다.

• 한국농공학회논문집
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• 제49권5호
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• pp.3-9
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• 2007

In this study, the effect of the purification materials is analyzed and tested by Flow 3D and Hydraulic model test. Three dimension numerical analysis led from the research that sees abnormal form and the size back of the water purification material conferred the flowing water conduct inside the test channel against the test condition. Comparison it analyzed the flux distribution, a water depth of the channel which establishes the water purification materials the cross section, an interval of the water purification material, a conference with general channel, it change executed. As a result, the cross section ratio of the purification materials against and a flux change from the test which it sees. The interval of the purification materials in order to prevent three dimension that follows in decrease of increase and flux must decide an interval.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.581-585
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• 2005

For the Korean high speed railway rolling stock, which is developed through the G7 research project, various tests such as components test, prototype train test, on-line test have been carried out for years. In order to obtain the system stability, mutual interface between each part (rolling stock, track, bridge, electricity and signal) should be verified. For this reason, track performance according to the speed increase of HSR has been monitored in field. Especially, through the analyses of accumulated data, structural and running stability of HSR has been evaluated. With this viewpoint, this paper presents the track performance test method and the test results corresponding to 350km/h speed increase of HSR.