• 터널과지하공간
• /
• 제33권4호
• /
• pp.255-264
• /
• 2023

근래 들어 도심지 지하공간 개발에 대한 수요가 증가함에 따라 도심지 터널계획이 활발히 진행되고 있다. 도심지 구간에는 주민 생활환경을 고려하여 지하정거장이 계획되며, 기존 구조물의 안정성 및 환경훼손 저감 등을 위해 2-Arch터널 정거장을 적용하고 있다. 그러나 도심지 구간은 심한 풍화작용에 따라 불량지반의 심도가 깊게 발달되어 터널 안정성 확보를 고려한 신중한 계획이 요구된다. 이뿐만 아니라 도심지의 복합적인 지반상태를 고려하여 본선터널에 TBM 기계굴착 공법을 적용하는 경우, 기존 NATM형 2-Arch터널과는 시공연계성을 확보할 수 없게 된다. 본 연구에서는 쉴드TBM과 2-Arch터널을 조합한 형태인 TBM선굴진 2-Arch터널을 국내 최초로 적용한 설계사례를 중점으로 기술하고자 하였다. 중앙터널 굴착후 좌우터널 시공을 고려하여 쉴드TBM 세그먼트 설치 및 해체를 위해 고려한 설계사항을 설명하고, 수치해석을 활용한 안정성 검토를 통해 TBM선굴진 2-Arch터널의 설치효과를 검증하였다.

• 한국운동역학회지
• /
• 제33권1호
• /
• pp.25-33
• /
• 2023

Objective: The purpose of this study was to investigate the differences in static arch height and ankle stability according to the preference for insole height and hardness in the arch area. Method: The study participants were 20 adult males (age: 22.7 ± 1.8 yrs., height: 175.3 ± 4.3 cm, body weight: 72.5 ± 7.7 kg). First, the arch heights of all subjects were measured in static postures (sitting and standing). The inversion and eversion movements of the ankle joint were analyzed during walking (1.3 m/s & 1.7 m/s) and running (2.7 m/s & 3.3 m/s). The variables (static arch height, and inversion and eversion angle of ankle joint) were compared by classifying groups according to the preference for the height and hardness of the arch of the insole. First, it was divided into a high arch insole preference group (HAG, n=8) and a low arch insole preference group (LAG, n=12) according to the preference for the arch height of the insole. Second, it was divided into a high hardness insole preference group (HHG, n=7), medium hardness insole preference group (MHG, n=7), and low hardness insole preference group (LHG, n=6), according to the preference for the arch hardness of the insole. Results: First, the range of motion (ROM) of inversion-eversion at the ankle joint during walking was statistically smaller in HAG than in LAG (p<.05). Second, the arch height change of HHG was statistically greater than that of MHG and LHG (p<.05). Conclusion: In the case of flexible flat feet with a large change in arch height, providing a high hardness arch insole that can disperse foot pressure can improve comfort. It was found that people with high medial and lateral sway of the ankle joint preferred a low arch insole, but it is necessary to differentiate and compare the insole heights of the arch part in detail. In addition, in the case of fast motion such as running, the preference for the arch height and hardness of the insole was not related to the static arch height and ankle stability.

• 한국운동역학회지
• /
• 제15권1호
• /
• pp.155-176
• /
• 2005

There is some evidence that one of major factors to produce plantar fasciitis depends on the magnitude of the foot arch strain. The orthotics that can reduce the foot arch strain during locomotion may be effective to prevent or treat plantar fasciitis. Therefore, the purpose of this study was to investigate the effect of control condition and three types of foot orthotics on 3-dimensional foot arch strain that can produce plantar fasciitis during treadmill level and uphill walking and running. Sixteen male subjects are recruited and the arch length and height strain according to three types of foot orthotics with respect to control condition were measured by using two digital video cameras. The first hypothesis which the comfort of foot orthotics would be increased from arch pad, half length orthotics to full length orthotics was mostly accepted. It suggested that the types of the foot orthotics could be properly prescribed according foot regions that is pain or abnormal. The second hypothesis which the foot arch strain can be reduced by foot orthotics during level heel-toe walking and running and the third hypothesis which the foot arch strain can be reduced by foot orthotics during uphill heel-toe walking and running were rejected. The foot arch length and height strain during walking and running showed small and subject-specific characteristics and could not be optimal biomechanical variable to prove the overall comfort. The forth hypothesis which the foot arch strain cannot be reduced by foot orthotics during uphill toe walking and running was accepted. With the foot arch length and height strain during uphill toe walking and running the windlass mechanism suggested by Hicks can be explained successfully and excessive uphill toe walking and running can be one of cause of plantar fasciitis. The dynamic investigation on the foot arch such as walking and running should be carefully observed with integrated insights considering ligaments and foot bones as well as plantar fascia, extrinsic muscles and tendons, and intrinsic muscles and tendons.

• 한국운동역학회지
• /
• 제20권1호
• /
• pp.91-99
• /
• 2010

The purpose of this study was to the kinetic variables effects from the use of arch support inserts on low-arched people. We selected 10 people for the research and separated them into 2 groups, 5 people for the normal arched group and 5 people for the low arched group. Each group wear shoes which have a 3 step convertible arch support (level 0, level 2, level 5) and we measured their foot pressure and 3D motion analysis data. As a result, we found that the mean pressure at the heel of the low arched group was decreased when using the arch supports. The arch support induced the correct grounding area for the foot and dispersion of foot pressure. 3D motion analysis found that as the height of the arch support was increased, the movement of the Y-axis(inversion-eversion) was increased to relieve the shock to the heel. The arch support insert limited the range of motion(ROM) of the Z-axis(abduction-adduction) of the low arched person's ankle joint and prevented ankle injury caused by the excessive eversion when walking. Low arched people are seen to be easily tired due to the ineffective shock absorption of the knees and abnormal walking motion. In order to improve the problems, a 3 step convertible arch support(level 5) insert would improve the low-arched people's walking ability. In other words, the low arched people should be expected to walk as well as normal arched people when they wear shoes with the arch support insert.

• 한국터널지하공간학회 논문집
• /
• 제9권4호
• /
• pp.323-330
• /
• 2007

최근 선형분리 곤란, 환경훼손 최소화 및 용지보상 등의 이유로 2-Arch 터널의 채택이 점점 증가하고 있다. 이런 실정에도 불구하고 2-Arch 터널은 국내에서의 시공실적 및 설계사례의 부족으로 자료의 데이터화가 체계적이지 않고 2-Arch 터널의 역학적인 거동 메커니즘에 대한 연구가 미흡한 실정이다. 따라서 본 연구에서는 2-Arch 터널의 종방향 이격거리에 대한 연구를 통해 본선 선행터널과 중앙벽체의 거동 메커니즘을 분석하고 적정 이격거리를 제안하고자 한다. 2-Arch 터널의 이격거리 산정은 터널의 안정이 확보되는 조건에서 산정하는 것이 타당하며, 이격거리에 따라 보다 민감하게 작용하는 중앙 벽체의 거동에 영향을 최소화 할 수 있는 범위내에서 이격거리를 산정하는 것이 바람직할 것으로 판단된다. 또한 이격거리에 따른 중앙벽체의 민감도 분석결과 최대 변곡점이 생겨 급격한 응력변화가 발생하는 0.5D이내를 이격거리로 산정하는 것이 타당할 것으로 사료된다.

• Geomechanics and Engineering
• /
• 제18권2호
• /
• pp.141-151
• /
• 2019

In this paper, it is aimed to present a detail investigation about the comparison of static and dynamic behavior of historical masonry arch bridges considering different arch curvature. $G{\ddot{o}}derni$ historical masonry two-span arch bridge which is located in Kulp town, Diyarbakir, Turkey is selected as a numerical application. The bridge takes part in bowless bridge group and built in large measures than the others. The restoration projects were approved and rehabilitation studies have still continued. Finite element model of the bridge is constituted with special software to determine the static and dynamic behavior. To demonstrate the arch curvature effect, the finite element model are reconstructed considering different arch curvature between 2.86 m-3.76 m for first arch and 2.64 m-3.54 m for second arch with the increment of 0.10 m, respectively. Dead and live vehicle loads are taken into account during static analyses. 1999 Kocaeli earthquake ground motion record is considered for time history analyses. The maximum displacements, principal stresses and elastic strains are compared with each other using contour diagrams. It is seen that the arch curvature has more influence on the structural response of historical masonry arch bridges. At the end of the study, it is seen that with the increasing of the arch heights, the maximum displacements, minimum principal stresses and minimum elastic strains have a decreasing trend in all analyses, in addition maximum principal stresses and maximum elastic strains have unchanging trend up to optimum geometry.

• 한국터널지하공간학회 논문집
• /
• 제7권3호
• /
• pp.227-237
• /
• 2005

본 연구에서는 수평 불연속면 하부에 굴착한 얄은 섬도의 2-Arch 터널의 거동을 실험적으로 규명하고자 하였다. 이를 위하여 토피고와 불연속면의 위치를 변화시켜가며 모형실험을 수행하였다. 모형실험은 실제 2-Arch 터널의 Pilot 터널굴착에서 본선터널불착에 이르는 시공단계가 반영된 실험순서에 따라 진행되었다. 연구결과로 부터 토피고에 따른 2-Arch 터널 주변지반의 하중전이 메커니즘의 변화와 불연속면 위치에 따른 이완영역의 분포 및 범위의 변화를 확인하였다. 또한 시공단계에 따른 중앙필러의 역학적 거동을 규명하였으며 불연속면 위치가 터널에 근접할수록 중앙필러 작용하중이 증가하는 것을 확인하였다.

• 한국터널지하공간학회 논문집
• /
• 제9권1호
• /
• pp.91-97
• /
• 2007

절리가 존재하는 암반에서 2-Arch 터널을 굴착할 때 절리방향과 굴착단계에 따른 필라하중의 변화를 실험적으로 연구하였다. 이를 위해, 대형 모형 실험기(폭 3.3m, 높이 3.0m, 길이 0.45m)에 1/10 크기의 2-Arch 모형터널을 갖는 다양한 각도의 절리를 포함한 지반을 조성하고, 실제 시공과정을 따라 굴착하면서 터널굴착으로 인한 터널 주변지반의 변형을 측정하고, 굴착단계에 따라 필라에 작용하는 하중을 측정하였다. 계측된 데이터로부터 2-Arch 터널의 굴착에 따른 거동을 분석한 결과 절리의 각도에 따라 굴착단계별로 터널 주변지반의 변형 및 필라에 작용하는 하중이 크게 영향을 받는 것을 확인하였다.

• 응용통계연구
• /
• 제33권3호
• /
• pp.297-308
• /
• 2020

본 논문에서는 고빈도 함수적 ARCH 모형을 소개하고 근사모형으로써 다변량 변동성 모형을 고려하였다. 이를 기반으로 함수형 변동성 분석에서 중요한 요소인 일중 로그 수익률의 적절한 시간 간격을 찾아보았다. 또한 함수적 ARCH 모형에서 l-시차 후 변동성 예측식을 제시하고 고빈도 KOSPI 자료에 적합하여 예시하였다.

• 대한치과교정학회지
• /
• 제18권1호
• /
• pp.217-225
• /
• 1988

This study was undertaken to examine relationship between tooth size and arch dimension in dental crowding. Two groups of dental casts were selected on the basis of dental crowding. One group, consisting of 51 pairs of dental casts (24 male and 27 female), exhibited remarkable dental crowding. A second group, consisting of 60 pairs of dental casts (30 male and 30 female), exhibited little or no crowding. Mean and standard deviation of the following parameters were used to compare two groups. individual and collective mesiodistal tooth diameters, buccal and lingual arch widths and arch area. The following results were obtained. 1. The crowed group revealed larger tooth size than noncrowded group. (p < 0.01) 2. The crowded group smaller maxillary dental arch dimension than noncrowded group except lingual arch width at canine region. (p < 0.01) 3. The corwded group revealed smaller mandibular dental arch dimension than noncrowded group except lingal arch width at second premalar region in the male and buccal arch width at canine, premolar region in the female. (p < 0.01) 4. The crowded group revealed smaller arch area than noncrowded group in the female (p < 0.01), but there was no significance in the male.