• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2016.05a
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• pp.110-112
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• 2016

In this paper, the captive model test of submerged body using RA test was carried out at the Square Basin. The target model is a submarine with four different types. For the comparison between theory and measurement, hydrodynamic coefficients are calculated according to the described method and compared with RA measurements on Submarine models. in addition, horizontal stability index of underwater vehicle was checked.

• Proceedings of the Korean Geotechical Society Conference
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• 2005.10a
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• pp.629-638
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• 2005

본 연구대상 사면은 연장이 300m이고 최대 사면높이가 80m에 달하는 대절토 사면으로 서 총 11 소단으로 이루어져 있으며, 전 사면에 걸쳐 Soil Nail 공법으로 보강이 되어있다. 사면 상단부에 설치된 2개의 경사계를 이용하여 주기적으로 사면의 수평방향 변위 계측을 실시하던 중, 사면 하부의 소단 굴착과정에서 상대적으로 급격한 사변경사 방향의 수평변위가 발생한 것을 확인하였다. 본 연구에서는 사면의 수평방향 변위 계측결과 분석 및 대상 사면에 대한 수치해석을 통하여 사면의 안정성 여부를 판단하고자 하였으며, 굴착단계별 수평방향 변위량 및 변위 양상을 분석함으로써 급격히 증가한 변위의 원인을 파악하였다. 수치해석을 통해 나타난 사면 굴착 단계에 따른 사면 토체의 소성영역을 도시한 결과, 사면 전체에 걸쳐 대규모 파괴면이 나타났으며 파괴활동면이 Soil Nail 로 보강된 영역의 바깥쪽에 위치하여 사면 안정성 확보를 위한 대책방안이 수립되어야 할 것으로 판단되었다. 또한 보다 자세한 원인 규명을 위한 확인 시추조사를 실시하여 하부 지층 특성을 파악하였으며, 하부에 풍화가 심하고 절리 및 균열이 심한 파쇄구간이 분포하고 있음이 확인되었다. 연구 대상 사면의 변위 계측 결과, 수치해석 결과, 확인 시추 조사 결과 및 예상되는 사면 활동의 규모 등을 고려할 때 사변의 안정성 확보를 위한 대책방안이 수립되어야 하며, 본 사면은 억지말뚝과 Ahchor 공법 적용이 가장 적절할 것으로 판단되었다.

• Journal of Navigation and Port Research
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• v.41 no.6
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• pp.389-394
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• 2017

In this paper, the captive model test of a submarine using the RA test was carried out in a square basin. The target model submarine consisted of four types varying according to the position of conning tower and control planes. Hydrodynamic derivatives were acquired by multi-regression analysis. As a result, horizontal dynamic stability indexes of the four types presented positive values and satisfied dynamic stability requirements. In addition, the stability index of type 1 and type 4 - each with the same cruciform configuration of the aft planes - scored within the acceptable range of motion stability.

• Journal of the Korean Geotechnical Society
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• v.20 no.9
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• pp.133-144
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• 2004

Pre-reinforcement ahead of a tunnel face using long steel or FRP (Fiberglass Reinforced Plastic) pipes in NATM(New Austrian Tunnelling Method), known as the RPUM(Reinforced Protective Umbrella Method) or UAM (Umbrella Arch Method), is the promising method to sustain the stability of a shallow tunnel face and reduce the ground settlements. In addition, horizontal reinforcing of the face is recently emphasized to improve the stability of the face. However, the characteristics on longitudinal arching around the face have not yet been established quantitatively with the RPUM (crown-reinforcing) and/or the face horizontal reinforcing. In this study, therefore, the behavior of cohesionless soil around the face reinforced by the reinforcing member representing the RPUM and horizontal reinforcing is investigated through two-dimensional laboratory model tests. A series of tests were carried out on various conditions by changing lengths and angles of the reinforcing members. Based on the vertical pressure around the face, the characteristics of longitudinal arching have been found for the case of the non-reinforced and the reinforced.

• Journal of the Korean GEO-environmental Society
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• v.17 no.10
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• pp.13-22
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• 2016

An optimized spudcan was designed for the Southwestern Sea, an area mostly comprised of sand and soft clay layers. The spudcan was designed using guidelines by SNAME, ISO, and InSafeJIP, as well as the yield surface for combined loads. The probe test method was applied to define a yield surface used in estimating spudcan stability. Numerical analyses that considered vertical, horizontal, and moment loads in Southwestern Sea resulted in a design of 8 m diameter spudcan. Additionally, the empirical equations suggested by previous studies can estimate a reasonable spudcan bearing capacity at shallow depth. Each yield surface calculated from Mohr Coulomb and Hardening soil model showed different shapes, however the yield surface also grew with increasing spudcan diameter. This yield surface is a useful reference, along with site investigation results and published guidelines, to estimate the stability of a spudcan in the Southwestern Sea.

• Journal of the Korea Convergence Society
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• v.10 no.7
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• pp.47-54
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• 2019

The purpose of this study was to investigate the effect of visual conditions on the static balance of stable and unstable surfaces. Thirty healthy adults participated in this study (13 men, 17 women). Visual conditions were set as vertical, horizontal, and diagonal. It was performed on the pad to measure the balance on the unstable support surface. Using the balance measuring instrument, the General Stability Index, Weight Distribution Index, and Weight Distribution was measured. Paired t-tests were used for ground-based comparisons and one-way ANOVAs were used for comparisons within the same ground. The general stability index showed a significant difference according to the horizontal and vertical line directions on the stable support surface(p<.05). According to the comparison between the grounds, the weight distribution index on the unstable support surface showed a significant difference(p<.05). Weight distribution showed significant differences between the left and right eyes on the support surface with the stable and the unstable horizontal visual condition(p<.05). In static balance training, vertical and diagonal visual direction conditions are predicted to be helpful for training.

• Journal of the Korean GEO-environmental Society
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• v.25 no.8
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• pp.5-11
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• 2024

Due to the high proportion of mountainous terrain in Korean territory and the concentration of heavy rainfall during the summer season, concerns arise about the potential decrease in slope stability caused by rainfall. Installing slope drainage facilities mitigates the rise in groundwater levels due to infiltration, thus enhancing slope stability. Horizontal drains, classified as auxiliary facilities among drainage systems, lack established installation standards and related research. Slopes with installed horizontal drains have been confirmed to exhibit higher safety factors compared to those without. Furthermore, the safety factor of mimicking horizontal drains by increasing the permeability coefficient of the surrounding ground was compared with that of the conventional simulation method using the Drain function. As a result of the comparison, it was confirmed that the installation length showed better drainage performance than the installation angle in the drainage performance of the horizontal drainage hole, and it was judged that the installation length was a more important factor.

• Proceedings of the Korean Magnestics Society Conference
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• 2004.06a
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• pp.206-207
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• 2004

수직자기이방성을 갖는 [Co/Pt]$\times$5 다층박막을 상온에서 이온빔 증착(ion beam deposition)법으로 제작하여 자기적 및 열적 특성을 연구하였다. 수직자기이방성 특성은 비정상 홀(Hall)-전압법으로 측정하였으며, 표면광 Kerr 효과로 확인하였다. $[Co(10{\AA}/Pt(12.5{\AA})]{\times}5$) 다층박막에서 수직자성 보자력은 400 Oe이었고 수평자성은 매우 큰 곤란축(hard-axis) 특성을 유지하였다. 진공 열처리 시 1 kOe의 균일한 자기장이 박막면 수평(시료 A)과 수직(시료 B)이 되도록 각각 인가함에 따라 열적안정성을 관찰하였다. 시료 A의 수직자성의 보자력이이 $300^{\circ}C$에서 1 KOe로 유지되어 시료 B의 열적안정성 보다 훨씬 우수하였다.

• The korean journal of orthodontics
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• v.35 no.6 s.113
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• pp.475-484
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• 2005

This study was performed to investigate the reproducibility of the horizontal and midsagittal planes, and to suggest a stable coordinate system for three-dimensional (3D) cephalometric analysis. Eighteen CT scans were taken and the coordinate system was established using 7 reference points marked by a volume model, with no more than 4 points on the same plane. The 3D landmarks were selected on V works (Cybermed Inc., Seoul, Korea), then exported to V surgery (Cybermed Inc., Seoul, Korea) to calculate the coordinate values. All the landmarks were taken twice with a lapse of 2 weeks. The horizontal and midsagittal planes were constructed and its reproducibility was evaluated. There was no significant difference in the reproducibility of the horizontal reference planes, But, FH planes were more reproducible than other horizontal planes. FH planes showed no difference between the planes constructed with 3 out of 4 points. The angle of intersection made by 2 FH planes, composed of both Po and one Or showed less than $1^{\circ}$ difference. This was identical when 2 FH planes were composed of both Or and one Po. But, the latter cases showed a significantly smaller error. The reproducibility of the midsagittal plane was reliable with an error range of 0.61 to $1.93^{\circ}$ except for 5 establishments (FMS-Nc, Na-Rh, Na-ANS, Rh-ANS, and FR-PNS). The 3D coordinate system may be constructed with 3 planes; the horizontal plane constructed by both Po and right Or; the midsagittal plane perpendicular to the horizontal plane, including the midpoint of the Foramen Spinosum and Nc; and the coronal plane perpendicular to the horizontal and midsagittal planes, including point clinoidale, or sella, or PNS.

• Journal of Korean Tunnelling and Underground Space Association
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• v.2 no.2
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• pp.32-40
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• 2000

This paper presents the results of a parametric study on the behavior of tunnel face reinforced with horizontal pipes. A series of reduced-scale model tests was carried out to in an attempt to verify previously performed three-dimensional numerical modeling and to investigate effects of reinforcement layout on the tunnel face deformation behavior. The results of model tests indicate that the tunnel face deformation can significantly reduced by pre-reinforcing the tunnel face with longitudinal members and thus enhancing the tunnel stability. In addition, the model tests results compare fairly well with those from the previously performed three-dimensional finite element analysis. Therefore, a properly calibrated three dimensional model may effectively be used in the study of tunnel face reinforcing technique.