• 대한토목학회논문집
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• 제28권2C호
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• pp.105-115
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• 2008

다양한 지층에 설치된 대형 뉴메틱케이슨의 강성기초에 작용하는 접지압분포를 파악하기 위하여 영종대교하부기초로 채택된 뉴메틱케이슨 시공시 실시한 현장계측자료를 분석하였다. 뉴메틱케이슨의 침설시 케이슨의 하부 접지면에 케이슨의 침설에 저항하여 저항력이 작용할 것이다. 이 저항력을 뉴메틱케이슨 기초저면 모서리에 설치한 반압계로 측정할 수 있었다. 그리고 이 저항력측정기록을 이용하여 접지압을 산정하였다. 측정기록의 분석결과 기반암구간에서 뉴메틱케이슨기초에 작용하는 접지압분포는 아래로 볼록한 형상의 접지압분포를 보이는 반면에 해성퇴적층과 풍화암층에서의 접지압분포는 위로 볼록한 형상을 보인다. 그리고 이들 접지압분포는 대체적으로 모든 지층에서 대칭분포를 나타내고 있다. 대형 뉴메틱케이슨기초에 작용한 최대접지압에 의하여 제시된 접지압분포는 Kgler(1936)와 Fang(1991)이 강성기초를 대상으로 제시한 접지압분포특성과 잘 일치하는 것으로 나타났다.

• 오토저널
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• 제13권4호
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• pp.76-84
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• 1991

The off-road tractive performance of tracked vehicles can be evaluated in terms of soil thrust, motion resistance and drawbar pull. The ability to predict accurately ground pressure distribution under track is of importance since the vehicle sinkage and motion resistance are closely related to it. While the formulation of the method for predicting ground pressure distribution follows closely in spirit the ideas outlined for the terrain with linear pressure- sinkage relation case by Garber and Wong, the analysis of various terrain stiffness is magnified by numerical implementation procedure. The effects of soil parameters on tractive forces can be introduced through the terrain-track interaction such as pressure-sinkage and shearing characteristics. It is illustrated by determining the drawber pull-slip relation and corresponding ground pressure distribution for the terrains typically chosen and by comparing the results with the conventional ones based on normal ground pressure. The factorial experiment method is finally adopted for checking the sensitivity of the values of soil parameters on the drawbar pull.

• 한국운동역학회지
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• 제17권4호
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• pp.191-200
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• 2007

The purpose of this study was to analyze the foot-pressure distribution of trekking boots for assessing their functionality. Subjects participated in this study included 10 university male students who had no injury experience in lower limbs and a normal gait pattern. The size of all subjects was 270mm. Five models of trekking boots, most popular in Korea (A, B, C, D & E company), were selected for the test. Using the PEDAR-X system and PEDAR-X insoles, 5 different walking stages were analyzed for the foot-pressure distribution: (a) straight gait; (b) $45^{\circ}$ turn gait; (c) $25^{\circ}$ uphill gait; and (d) $25^{\circ}$ downhill gait. Results of the foot-pressure distribution and functionality on each stage were as follow; 1. Straight gait - In case of Max ground reaction force, mean plantar pressure and Max plantar pressure, there was not a distinct tendency; however, products manufactured by E and A company showed relatively lower pressure distribution. 2. $45^{\circ}$ turn gait - In Max ground reaction force, mean plantar pressure and Max plantar pressure, there wasn't a distinct tendency; however, products manufactured by E and A company showed relatively lower pressure distribution. Results also revealed that the products manufactured by E and A company were superior to those by other companies in terms of functionality. 3. $25^{\circ}$ uphill gait - In Max ground reaction force, mean plantar pressure and Max plantar pressure, there wasn't a distinct tendency; however, products manufactured by E and C company showed relatively lower pressure distribution. Results also revealed that the products manufactured by E and C company were superior to those by other companies in terms of functionality. 4. $25^{\circ}$ downhill gait - In Max ground reaction force, Mean plantar pressure and Max plantar pressure, there wasn't a distinct tendency; however, products manufactured by E company showed relatively lower pressure distribution. Results also revealed that the products manufactured by E company were superior to those by other companies in terms of functionality. Overall, five pairs of trekking shoes selected in this study showed the excellent performance in several conditions. The findings above may provide us with the important criteria for choosing trekking boots.

• Geomechanics and Engineering
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• 제8권4호
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• pp.523-540
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• 2015

Based on limit equilibrium principles, this study presents a theoretical derivation of a new analytical formulation for estimating magnitude and lateral earth pressure distribution on a retaining wall subjected to seismic loads. The proposed solution accounts for failure wedge inclination, unit weight and friction angle of backfill soil, wall roughness, and horizontal and vertical seismic ground accelerations. The current analysis predicts a nonlinear lateral earth pressure variation along the wall with and without seismic loads. A parametric study is conducted to examine the influence of various parameters on lateral earth pressure distribution. Findings reveal that lateral earth pressure increases with the increase of horizontal ground acceleration while it decreases with the increase of vertical ground acceleration. Compared to classical theory, the position of resultant lateral earth force is located at a higher distance from wall base which in turn has a direct impact on wall stability and economy. A numerical example is presented to illustrate the computations of lateral earth pressure distribution based on the suggested analytical method.

• 대한물리의학회지
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• 제5권1호
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• pp.53-61
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• 2010

Purpose : The purpose of this study is to compare the distribution of foot pressure, knee and ankle joint angle between treadmill walking and ground walking in normal person. Methods : 18 Person of subject has participated this study, let subject to walk in ground and treadmill in order to gain data of foot distribution and knee, ankle joint angle using by parotec system. and Dartfish system. Walking velocity was constrained by 2Km/h and more 10sec. Date analysis was used by paired-t test using SPSS/PC statistical programs for window. Results : Result show that total contact times has shown symmetry between both legs, and more increase of left foot pressure in treadmill walking. Foot pressure of treadmill walking was significantly decreased in right hind foot and fore foot and hallux area. The ankle joint angle of treadmill walking was significantly decreased in initial contact phase. Conclusion : Results of this study show that foot pressure of treadmill walking was more decreased than ground walking in right hind foot and fore foot, hallux area. And the ankle joint angle of treadmill walking was significantly decreased in initial contact phase.

• 한국산학기술학회논문지
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• 제16권4호
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• pp.2899-2905
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• 2015

본 논문은 지반 조건에 따른 족저압의 압력분포에 대한 연구이다. 실내화, 실외화, 걷기화, 운동화의 네 가지 카테고리의 신발이 본 연구에 사용되었으며, 260mm(유럽 코드 EU40)를 착용하는 45명의 20대 남성을 대상으로 콘크리트, 모래 지반에서의 실험을 실시하였다. 보행 시 응력과 압력의 측정은 Techstorm사의 Insole System을 사용하여 측정하였으며 발의 발가락, 전족, 중족, 후족 네 가지 영역에서 족저압을 측정하였다. 연구 결과 신발과 지반 조건에 따라 다른 응력 및 압력의 분포를 나타냈으며 본 연구 결과는 모래 지반에서 착용 가능한 신발의 개발에 유용하게 사용될 것으로 기대된다.

• 한국지반신소재학회논문집
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• 제15권4호
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• pp.97-104
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• 2016

본 연구에서는 피압의 작용에 따른 점토 지반의 용탈 특성을 조사하기 위해 두 종류의 원통형 일차원 대형 컬럼 장치(높이 : 1,100mm, 직경 250mm)를 제작하여 점토 지반의 압밀 거동 실험을 수행하였다. 피압의 크기는 5.5kPa로 하부지반에서부터 작용하도록 하였으며, 압밀 실험 종료 후 점토층의 깊이에 따른 염분의 농도와 비배수 전단강도를 측정하였다. 실험 결과 비배수 전단강도 및 염분 분포는 점토층 하부에서 뚜렷한 차이를 보였으며, 상부로 갈수록 유사한 경향을 보였다. 이는 피압이 작용할 경우 점토층 내에 용탈현상이 발생하여 지반이 구조적으로 취약해져 나타난 결과로 판단된다. 또한 전기전도도 측정을 통해 시간에 따른 간극비 변화를 살펴본 결과, 피압이 작용하는 지반에서 간극율 변화가 더 크게 나타났다.

• 한국전산유체공학회지
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• 제15권4호
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• pp.53-59
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• 2010

Preliminary design of a ground plate, a device installed close to the aircraft model for wind tunnel test to simulate the ground effect, was performed by a numerical simulation. A two-dimensional numerical study was performed initially to decide the optimal leading edge and flap configurations. Then, three-dimensional studies were conducted to decide the optimal flap deflection angle for pressure distribution reduction since the plate and the plate supporting system generate static pressure difference between the upper and lower flow regions. Three-dimensional simulation additionally studied the effect of the clearance between the plate and the wind tunnel side wall. For the efficiency of computation, half model was simulated and a symmetric boundary condition was applied on the center plane. Based on the preliminary design, a ground plate was designed, manufactured and tested at the Korea Aerospace Research Institute(KARI) wind tunnel. The measured pressure differences versus flap deflection angle agreed well with the predicted results.

• Geomechanics and Engineering
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• 제32권2호
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• pp.179-191
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• 2023

To study the influences of tunneling on the earth pressure and ground settlement when the tunnel passes through the adjacent underground retaining structure, 30 two-dimensional model tests were carried out taking into account the ratios of tunnel excavation depth (H) to lateral width (w), excavation width (B), and excavation distance using a custom-made test device and an analogical soil. Tunnel crossing adjacent existing retaining structure (TCE) and tunnel crossing adjacent newly-built retaining structure (TCN) were simulated and the earth pressure variations and ground settlement distribution during excavation were analyzed. For TCE condition, the earth pressure increments, maximum ground settlement and the curvature of the ground settlement curve are negatively related to H/B, but positively related to H/s and H/w. For TCN condition, most trends are consistent with TCE except that the earth pressure increments and the curvature of ground settlement curve are negatively related to H/w. The maximum ground settlement is larger than that observed in tunnel crossing the existing underground structure. This study provides an assessment basis for the design and construction under confined space conditions.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.123-130
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• 1999

This paper presents a study of geotechnical treatment for artesian pressure after extensive investigation was performed on the distribution and characteristics of artesian condition which exists at Yangsan/Mulgeurn site. The result of analysis indicates that the artesian pressure seems to be up to 2.9M above the existing ground surface, originating from the higher ground water recharging sources in the surrounding hills and mountains. There is no harmful effect after the site development since the height of embankment is more than 4M above the existing ground surface.