• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.577-580
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• 2008

The purpose of this study is the stability evaluation of soil slope according to inclination of upper natural slope. Upper natural slope breeds loss of slope by inflow in slope of surface water by rainfall and fluctuation of amount of materials in slope through method of cutting slope according to degree of inclination. Basis of standard inclination does not consider of inclination of upper natural slope and is presented uniformly. Therefore, in this study, analyzed stability of inclination of upper natural slope through limit equilibrium analysis.

• Asian-Australasian Journal of Animal Sciences
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• 제8권6호
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• pp.651-655
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• 1995

A simulation study on detection of linkage between genetic markers and QTL in backcross design was conducted. The effects of various sample sizes and the degree of QTL dominance on detention of linkage were examined by using a simple regression analysis. The results indicated that as sample size increased, the standard error of the estimated slope became smaller. When the dominance effect of QTL was complete, the estimated slope tended to be negative but was statistically not significant at all with type I error of greater than 50%. With complete linkage between genetic Marker and QTL, the estimated intercept value was smallest but the estimated slope was largest as expected. In most cases with various degree of dominance and sample sizes, when the actual recombination rate became larger, greater values were obtained for the slope except in the case of complete dominance of QTL.

• 한국지반환경공학회 논문집
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• 제17권3호
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• pp.27-35
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• 2016

비탈면 안정해석 기법과 유지관리를 위한 계측자료 해석기법은 다양하게 제시되어 있지만 두 기법을 연계할 수 있는 방안은 제시되지 않았다. 본 연구에서는 진행성 파괴에 대한 비탈면 안정해석과 계측기반의 유지관리를 통합할 수 있는 해석기법을 제안하였다. 시간 열화에 의한 비탈면의 붕괴과정은 강도감소계수를 적용한 지반강도정수를 이용하여 정량화하고, 비탈면 붕괴 시 까지의 안전율과 파괴범위를 산정하였다. 변위는 누적 변위 곡선과 변위 속도 곡선, 변위 역속도 곡선으로 정량화하여 유지관리 기법과 연계하였다. 제안된 절차로 해석을 수행한 결과, 누적 변위 곡선을 이용한 비탈면의 파괴모델은 기존 연구와 동일하게 3차 다항모델로 산정되었다. 붕괴 시점 예측에 적용되는 변위 역속도의 취성재료에서는 1차 직선식, 연성재료에서는 3차 다항식으로 감소되어 Fukuzono(1985)의 제안식과 일치하였으며 붕괴사례와도 유사한 거동을 나타내었다.

• 대한공간정보학회지
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• 제17권2호
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• pp.81-90
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• 2009

등산로는 시민들의 건강과 일상생활에 있어서 매우 중요한 역할을 하며, 여가선용의 중요한 공간이 되고 있다. 그런 측면에서 관리자는 건강증진과 야외생활에 대한 욕구를 갖고 있는 등산객을 만족시키기 위해 노력하고 있다. 본 연구에서는 휴대용GPS를 이용하여 도시 근교에 있는 등산로의 경사를 분석하고 시민의 건강증진을 위해 적합한 등산로를 제시하는데 연구 목적을 두고 있다. 그 결과 휴대용GPS에 의한 등산로 경사분석이 산책 난이도를 평가하는데 효과적임을 제시하였다.

• Geomechanics and Engineering
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• 제23권3호
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• pp.261-273
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• 2020

This paper presents an efficient method utilizing user-defined computer functional codes to determine the reliability of an embankment slope with spatially varying soil properties in real time. The soils' mechanical properties varied with the soil layers that had different degrees of compaction and moisture content levels. The Latin Hypercube Sampling (LHS) for the degree of compaction and Kriging simulation of moisture content variation were adopted and programmed to predict their spatial distributions, respectively, that were subsequently used to characterize the spatial distribution of the soil shear strengths. The shear strength parameters were then integrated into the Geostudio command file to determine the safety factor of the embankment slope. An explicit metamodal for the performance function, using the Kriging method, was established and coded to efficiently compute the failure probability of slope with varying moisture contents. Sensitivity analysis showed that the proposed method significantly reduced the computational time compared to Monte Carlo simulation. About 300 times LHS Geostudio computations were needed to optimize precision and efficiency in determining the failure probability. The results also revealed that an embankment slope is prone to high failure risk if the degree of compaction is low and the moisture content is high.

• 한국주조공학회지
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• 제32권1호
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• pp.24-31
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• 2012

In this study, semi-solid thin plate of A 356 aluminum alloy was fabricated by using slope plate apparatus and vacuum pressurization. Slope plate was used to produce semi-solid material with spheroidal microstructures. After molten metal was poured into the slope plate connected to the pouring hole of die, semi-solid material flowed into the die cavity by vacuum degree. The primary crystals of the cast metal became spheroidal. In order to increase the working pressure, gas pressurization of U shape was designed for fabrication of thin plate. For 3 bar of gas pressure and 60 mmHg of vacuum degree, thin plate was fabricated without defects on surface.

• Journal of the Korean Wood Science and Technology
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• 제37권5호
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• pp.465-473
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• 2009

Three failure theories were studied to evaluate the wood strength variation with grain slope. Maximum stress theory, Tsai-Hill theory and Hankinson formula were presented to hypothesize the failure of wood according to grain slope to loading direction. Red pine and Japanese larch were used as materials to simulate failure strength prediction with grain slope. Calculation of strength results was that the strength of wood drops rapidly between parallel to grain orientation (0 degree) and 15 degree grain orientation. The strength of wood with grain orientation were somewhat different at small grain angles among failure theories, and this tendency was due to tension and compression distinction, and shear accounting in each theories. For the above 45 degree grain orientation, the predicted failure strength of wood with grain variation were very close in each failure theories and were useful in assessing failure strength of wood. The applicable these theories should be considered that the wood has different behavior in tension and compression, and this lead to different strength at small grain angles in each theories. Furthermore, reconsideration is needed to assess the failure strength of wood at small grain angles in Hankinson formula and further studies are necessary to accounting for shear behavior at small grain angles.

• 조명전기설비학회논문지
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• 제18권6호
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• pp.14-21
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• 2004

본 논문에서는 평지, 오르막 및 내리막에서 야간 운전할 때에 생기는 눈부심에 대해 헤드라이트를 자동 조절하여 운전자가 안전하게 운전을 할 수 있는 알고리즘을 제안하였다. 먼저 광센서를 이용해 전방에 차량이 접근하는지의 유무를 판단하고 기울기센서로써 차량의 기울어진 정도를 계속적으로 판단하도록 하였다. 이러한 정보를 이용하여 헤드라이트를 조절하는 서보모터를 제어함으로써 현 운행환경조건에 맞도록 조절할 수 있도록 하였다. 본 논문에서 제안한 헤드라이트 자동조절시스템은 평지 및 경사로에서 실제로 측정한 조도량에 대한 데이터를 바탕으로 하여 제작되었고, 테스트 모델에 의해 얻은 실험결과를 통해 환경과 조건에 따라 제대로 작동하고 효과가 있음을 확인하였고, 따라서 본 알고리즘의 유효성을 증명하였다.

• 대한토목학회논문집
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• 제33권4호
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• pp.1489-1498
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• 2013

본 연구에서는 불포화 사면에서 선행강우의 영향을 고려하고자 지반의 초기 포화도를 3가지(36, 51, 77%)로 설정하여 수리학적-역학적 동시 유한요소해석(monolithically coupled finite element analysis)을 수행하였다. 선행강우에 의한 불포화 사면의 불안정성은 사면 내 모관흡수력 분포와 사면표층의 변위를 통하여 확인할 수 있다. 또한 Drucker-Prager model의 항복경계기준(trial failure criterion)을 적용하여 강우 침투에 의한 불포화 사면의 탄성 및 소성거동을 파악하였다. 그 결과, 선행강우에 의한 지반의 초기 포화도가 클수록 강우에 의한 변위가 크게 발생하며 모관흡수력 또한 감소한다. 특히, 모관흡수력은 지반이 건조할수록 빠르게 감소하며, 초기에 동일한 모관흡수력을 갖는 사면표층에서 포화도가 작은 지반일수록 더 빠른 모관흡수력 감소를 보였다. 풍화토의 탄성과 소성거동을 구분하기 위해 사용된 Drucker-Prager model을 통해 사면 파괴가 시작되는 항복경계지점을 확인 할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.580-585
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• 2004

The purpose of this study is the stability evaluation of soil slope according to inclination of upper natural slope. Upper natural slope breeds loss of slope by inflow in slope of surface water by rainfal1 and f1uctuation of amount of materials in slope through method of cutting slope according to degree of inclination. Basis of standard inclination does not consider of inclination of upper natural slope and is presented uniformly. Therefore, in this study, analyzed stability of inclination of upper natural slope through limit equilibrium analysis. Result is same as following. First, safety factor through limit equilibrium analysis is almost direct decrease when gradient of soil slope is 1:1.2, 1:1.5. However, when gradient of soil slope is 1:1.0, 1:0.7, if sinclination of upper natural slope are $20^{\circ}$, it shows tendency that decrease of safety factor becomes low rapidly. Second, when when gradient of soil slope is fixed, inclination of upper natural slope increase tendency(maximum 3.0 times) that decrease of safety factor.