• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.575-582
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• 2002

To find a lateral long term behavior of driven H-piles in embankment, inclinometer is installed at pile and measurement is done during a year. When behavior of measured slope angles is in accord with behavior of nonlinear p-y curves(Reese, Murchison and O'Neil, Matlock's p-y analysis), maximum displacement of pile head, maximum stresses and maximum bending of pile obtained from the numerical analysis are shown. As results, maximum lateral displacement at pile head, maximum stress and maximum bending moment of pile are shown linear behavior. And maximum lateral load, maximum lateral displacement, and maximum bending moment at pile head obtained from the numerical analysis are 8∼12.4tonf, 9∼10.1mm, and 10.39∼12.67tonf-m per pile according to the curves, respectively.

• Geomechanics and Engineering
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• 제10권5호
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• pp.657-676
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• 2016

In this paper, the active lateral earth pressure is evaluated using the stress characteristics or slip line method. The lateral earth pressure is expressed as the lateral earth pressure coefficients due to the surcharge, the unit weight and cohesion of the backfill soil. Seismic horizontal and vertical pseudo-static coefficients are used to consider the seismic effects. The equilibrium equations along the characteristics lines are solved by the finite difference method. The slope of the ground surface, the wall angle and the adhesion and friction angle of the soil-wall interface are also considered in the analysis. A computer code is provided for the analysis. The code is capable of solving the characteristics network, determining active lateral earth pressure distribution and calculating active lateral earth pressure coefficients. Closed-form solutions are provided for the lateral earth pressure coefficients due to the surcharge and cohesion. The results of this study have a good agreement with other reported results. The effects of the geometry of the retaining wall, the soil and soil-wall interface parameters are evaluated. Non-dimensional graphs are presented for the active lateral earth pressure coefficients.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2005년도 창립60주년 기념 추계 학술대회
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• pp.13.1-13.1
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• 2005

• 대한토목학회논문집
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• 제32권6C호
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• pp.239-247
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• 2012

연직배수재가 설치된 연약지반 상에 도로성토를 실시할 경우 연약지반에 측방유동이 발생될 지 여부를 예측할 수 있는 방법이 제안되었다. 이 측방유동예측법을 조사하기위해 연직배수공법을 적용하여 지반개량공사가 실시된 연약지반 상에 도로성토가 시공된 우리나라 서해안과 남해안 지역 연약지반에서 계측관리가 실시된 13개 현장 200개 측점의 현장계측자료를 수집 분석하였다. 수평배수재를 설치한 연약지반에서 수평변위와 사면안전율과의 관계를 조사할 경우는 연약지반의 지표면수평변위량 보다는 지중최대수평변위량을 적용하는 것이 바람직하였다. 성토사면의 사면안전율이 1.4 이상이면 대부분의 연약지반 최대수평변위는 50mm 이하로 발생되었고 사면안전율이 1.2 이하이면 대부분의 최대수평변위는 100mm 이상으로 발생되었다. 최대수평변위량이 50mm 이하로 발생하면 전단변형이 발생하지 않았으므로 측방유동이 발생할 우려가 없는 안전한 현장으로 판단된다. 반면에 최대수평변위량이 100mm 이상으로 크게 발생하는 현장에서는 전단파괴가 발생할 가능성이 있다고 판단된다. 이런 현장에서는 즉각 대책을 강구한 후 성토를 계속함이 바람직하다고 판단된다. 또한 연직배수재를 설치한 연약지반에서 안정수가 3.0이하이고 지지안전율이 1.7 이상이면 안전한 성토시공이 가능하며 안정수가 4.3 이상이고 지지안전율이 1.2 이하이면 연약지반에 전단변형의 발생은 물론이고 전단파괴의 가능성까지도 예상된다.

• 한국지반공학회지:지반
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• 제7권4호
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• pp.75-88
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• 1991

국토의 70%가 산지인 우리나라에서는 6월에서 9월 사이의 우기에 많은 산사태가 발생하고 있 다. 이러한 산사태를 방지하기 위한 대책공법의 하나로 억지말뚝공이 사용될 수 있다. 산사태와 같 은 측방이동지반속에 억지말뚝이 일렬로 설치되어 있으면 말뚝사이의 지반은 아칭현상에 의하여 지지될 수 있다. 억지말뚝의 합리적설계 법을 확립하기 위하여 측방이동지반속의 말뚝에 작용하는측방토압산정 식을 사용하여 억지말뚝이 설치된 사면의 안정 해석법이 제안된다. 특히 이 이론식은 측압계수를 사용하므로서 간편한 형태의 식으로 정 리된다. 또한 활동면 상부 말뚝부분에 지반반력이 말뚝변위 에 비 례하여 작용한다고 가정하므로 이전 연구에서 이미 제안된 말뚝안정 해석을 위한 미분방정식 이 수정 제안된다. 마지막으로 산사태 발생이 예정되었던 우리나라 사면의 한예를 대상으로 산사태억지말뚝의 사면안정 효과가 조사된다.

• 한국환경복원기술학회지
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• 제18권4호
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• pp.1-14
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• 2015

A manipulation of zoysiagrass's lateral stems and soil-media; used for slope revegetation, is expected to facilitate the production of high-quality grass. To study the influences on the growth of zoysiagrass depending upon various soil-media conditions, two different types of soil are used. The results obtained - through investigation of its cover rates, leaf color and number - are summarized as follows. In mountain regions soil, there are no significant differences in growth and development of grass in treatments: zoysiagrass's lateral stems treatments with 1cm, 2cm, and 3cm soil-media and treatment with only seeding. Zoysiagrass, in most of the treatments, show about the same growth rates, and at the end, fair visual quality. Zoysiagrass's lateral stems treatments with 2cm, 3cm show slightly better growth, however, thickness of soil-media need not be more than 1cm to obtain an expected quality of lawn. In decomposed granite soil, there appears statistical significance in growth of the grass in treatments: zoysiagrass's lateral stems treatments with 1cm, 2cm, and 3cm soil-media and treatment with only seeding. The thicker the soil-media, the better the growth of grass, and that in treatment with seeding-only shows poor quality in general. And therefore, it is efficacious to plant in 3cm soil-media when quick formation of lawn is necessary; however, using 2cm soil-media is ultimately the most cost-efficient way of formation. But, when time allows - that is, more than three months - 1cm soil-media in decomposed granite soil is reasonable to formate just as effective lawn. And so when performing seeding, additional covering, fertilization or increasing the quantity of seed must be considered.

• 대한방사선기술학회지:방사선기술과학
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• 제45권5호
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• pp.391-396
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• 2022

The purpose of this study was to investigate the effect of cross arms and palms facing forward on spinopelvic parameters during the whole spine lateral radiography. In addition, we would like to present the usefulness of a posture with the palm facing forward during whole spine lateral radiography of the spine using EOS. The subjects of this study were images of a total of 50 patients (18 males, 32 females) who whole spine lateral radiography using the conventional method and the EOS method from October 2020 to March 2021. The posture used in this study was set as 'CAP' for cross arms and 'PUSH' for posture with palms facing forward. In this study, among the spinal stability factors, thoracic kyphosis (thoracic vertebrae 4 to 12), lumbar lordosis (lumbar vertebrae 1 to sacrum 1), sagittal vertical axis, sacral slope, and shoulder flexion angle were compared on average. The mean thoracic kyphosis was 34.52±12.46° for CAP and 28.46±10.81° for PUSH (p<0.01). The lumbar lordosis of CAP was 42.45±17.45°and that of PUSH was 40.56±16.14°(p>0.57). The sagittal vertical axis was 26.59±34.34 mm in CAP and 21.21±35.41 mm in PUSH (p>0.44). In CAP, the sacral slope was 30.96±10.29°, and in PUSH, it was 31.01±10.19° (p>0.98). shoulder flexion angle was 38.31±8.24° for CAP and 26,08±6.71° for PUSH(p<0.01). As a result of this study, the PUSH posture is considered to be a posture that can minimize the shoulder flexion angle and can perform a stable examination while minimizing changes in spino-pelvic parameter.

• 한국지반환경공학회 논문집
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• 제2권2호
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• pp.41-50
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• 2001

본 연구에서는 수위상승, 호안구조물의 증고 및 배면 준설투기 등 외적조건에 따른 ${\bigcirc}{\bigcirc}$항 호안구조물의 활동 및 측방유동에 대한 안정성 검토를 실시하고 기초보강 방안을 제시하였다. 안정성 검토를 위해 지반조사, 기본물성시험, 역학실험 및 화학성분분석을 실시하였고, 지반물성치는 주상개량체의 경우 지반개량 개념을 적용하였으며, 구조물 배면 준설매립의 경우는 단계별매립에 의한 영향을 고려하여 결정하였다. 안정성 검토는 기시공된 상태로 증고하지 않고 매립하였을 경우와 기시공된 상태로 증고하여 매립하였을 경우로 구분하여 실시하였다. 해석 결과 두가지 경우 모두 활동과 측방유동에 대해 불안정한 것으로 판단되어 기시공공법과 동일한 방법인 심층몰탈파일에 의한 추가보강을 실시할 경우에 대하여 그 안정성을 검토한 결과 안정하였다. 따라서 본 현장에 대한 기초보강공법으로써 심층몰탈파일을 제시하였다.

• Journal of Oral Medicine and Pain
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• 제11권1호
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• pp.37-43
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• 1986

The purpose of this study was to investigate the effects of the posterior slope of articular eminence on internal derangement of temporomandibular joint. The author had taken transcranial oblique lateral projections of both TMJs in 30 normal subjects and 40 internal derangement patients who had 54 affected sides and 26 unaffected sides, and then analyzed the films. The results were as follows : In normal subjects, there was no significant difference between in the males and females, and between in the right and left sides. The posterior slope of articular eminence of affected sides in patients was stiffer than that of unaffected sides in patients and also stiffer than that of normal subjects. Therefore, the author concluded that stiffer posterior slope of articular eminence was, the more susceptibility to internal derangement would be.

• 한국자동차공학회논문집
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• 제22권4호
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• pp.131-137
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• 2014

The SUV has a risk of rollover because of the highness of center of mass. In this paper the roll-behavior of a SUV in turning motion is analyzed. Dynamic model of the vehicle on the slope is developed and simulation is carried out using the software ADAMS/Car. The results show that the relational expression between the ground force acting on the tire and the roll motion is well established. It is also identified that the driving state of the vehicle becomes unstable at the lower or upper position of the slope.