• 한국지반공학회논문집
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• 제25권11호
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• pp.27-38
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• 2009

본 연구에서는 조밀한 포화 사질토 지반과 느슨한 포화 사질토 지반에 근입된 모형말뚝을 대상으로 다양한 말뚝휨 강성과 입력 가속도 진폭, 그리고 입력 가속도 진동수 조건에서 1g 진동대 실험을 수행하였다. 그 결과로, 조밀한 포화 사질토 지반조건에 대해, 각 실험 p-y 곡선 상 최대 지반 반력이 나타나는 꼭지점들을 연결하여 등가정적해석에 적용할 수 있는 동적 p-y 중추곡선을 쌍곡선 함수로 나타내었으며, 중추곡선을 쌍곡선 함수로 나타내는데 필요한 초기 기울기($k_{ini}$)와 극한 저항력($p_u$)을 결정하기 위한 경험식을 마찰각과 구속압의 함수로 제안하였다. 제안한 동적 p-y 중추곡선의 적용성을 기존 문헌에 발표된 원심모형실험 결과와 비교하여 검증하였으며, 실제 설계에 적용되고 있는 기존의 p-y 곡선들과도 비교, 분석하였다. 또한 느슨한 포화 사질토 지반조건에서, 진동 중 발생하는 과잉간극수압에 따라 지반 저항이 감소하는 정도를 나타내는 동적 지반 저항 감소 계수($S_F$)를 제안하였다.

• Geomechanics and Engineering
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• 제32권1호
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• pp.21-34
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• 2023

In order to analyze the effect of the cyclic lateral loading on the response of a pile-soil system, a full-scale single steel pile was subjected to one-way cyclic loading. The test pile was driven into a bi-layered soil consisting of a normally consolidated saturated clay overlying a silty sandy layer, the site being submerged by water up to one meter above the mudline in order to reproduce the conditions of an offshore pile foundation. The aim of this paper is to present the main results of interpretation of the cyclic lateral tests in terms of pile deflections, bending moment, and cyclic P-Y curves. From these latter an absolute secant reaction modulus E_AS,N was derived and a simple calculation model of the test single pile is proposed based on this modulus. Two applications of the proposed model are carried out, one with a 2D finite element modelling, and the second with a load transfer curves-based method.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.188-197
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• 2010

This paper presents experimental results of a series of 1-g shaking table model tests performed on end-bearing single piles and pile groups to investigate the effect of particle size on the dynamic behavior of soil-pile systems. Two soil-pile models consisting of a single-pile and a $4{\times}2$-pile group were tested twice; first using Jumoonjin sand, and second using Australian Fine sand, which has a smaller particle size. In the case of single-pile models, the lateral displacement was almost within 1% of pile diameter which corresponds to the elastic range of the pile. The back-calculated p-y curves show that the subgrade reaction of the Jumoonjin-sand-model ground was larger than that of the Australian Fine-sand-model ground at the same displacement. This phenomenon means that the stress-strain behavior of Jumoonjin sand was initially stiffer than that of Australian Fine sand. This difference was also confirmed by resonant column tests and compression triaxial tests. And the single pile p-y backbone curves of the Australian fine sand were constructed and compared with those of the Jumoonjin sand. As a result, the stiffness of the p-y backbone curves of Jumunjin sand was larger than those of Australian fine sand. Therefore, using the same p-y curves regardless of particle size can lead to inaccurate results when evaluating dynamic behavior of soil-pile system. In the case of the group-pile models, the lateral displacement was much larger than the elastic range of pile movement at the same test conditions in the single-pile models. The back-calculated p-y curves in the case of group pile models were very similar in both sands because the stiffness difference between the Jumoonjin-sand-model ground and the Australian Fine-sand-model ground was not significantly large at a large strain level, where both sands showed non-linear behavior. According to a series of single pile and group pile test results, the evaluation group pile effect using the p-multiplier can lead to inaccurate results on dynamic behavior of soil-pile system.

• 공업화학
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• 제10권7호
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• pp.969-973
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• 1999

본 연구에서는 카르복실산 약산성 양이온교환수지인 Fiban K-4를 이용하여 $NH_4OH$ 용액에서의 가수분해 정도와 전위차 적정곡선에 의한 암모니아 흡착 특성을 알아보았다. 여러가지 농도의 지지전해질 $(NH_4)_2SO_4$에서 $NH_4OH$의 농도에 따른 pH 값은 실험 값과 이론 값이 잘 일치되었다. 암모니아의 평행 흡착곡선으로부터 pH에 따른 이온교환수지의 $NH_3$ 흡착량을 계산할 수 있었다. 또한 지지전해질의 농도가 낮아지거나 pH가 감소함에 따라 가수분해 정도가 증가하는 것을 알 수 있으며, 전해질의 농도가 감소함에 따라 0.01 M 이하의 모노 이온형태를 갖기 위해서는 pH값을 증가시켜야 하는 것을 알 수 있었다. 그러므로 이들의 결과로부터 전해질의 농도와 pH의 값이 결정된다.

• Journal of Astronomy and Space Sciences
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• 제1권1호
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• pp.55-65
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• 1984

A total of 618 photoelectric observations (302 in yellow and 316 in bule) is made in 1982 at the Yonsei University Observatory. Except that of the secondary eclipse the homogeneous coverage of observations successfully secured B, V, and B-V light curves. Enhanced distortions in the light curves are appeared at the phases aroung $0.^P1$, which supports the wave-like migration period of 9.7 years(Rodono 1981). One epoch time of the primary minimum was made by combining the observations in three nights. This minimum time shows that the O-C values are still decreasing and there seems to indication of increasing. B and V light curves of the primary minimum are in strong asymmetry which show less luminous in the third and fourth contacts compared to those of the first and second ones. This asymmetry may be as a result of the reflection of the wave minimum at $0.^P1$, and B-V curve also shows asymmetry, redder at the third contact than the second one by about $0.^m04$. This color difference apperature distribution on the surface of cooler, larger component(KO IV star).

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1996년도 춘계학술대회 논문집
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• pp.51-54
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• 1996

This paper reports the studies of the inversion layer mobility in p-channel Si MOSFET's under hot-carrier degradated condition. The validity of relationship of hot carrier degradations between the surface effective mobility and field effect mobility and are examined. The effective mobility(${\mu}$$\_$eff/) is derived from the channel conductances, while the field-effect mobility(${\mu}$$\_$FE/) is obtained from the transconductance. The characteristics of mobility curves can be divided into the 3 parts of curves. It was reported that the mobility degradation is due to phonon scattering, coulombic scattering and surface roughness. We are measured the mobility slope in curves with DC-stress [V$\_$g/=-3.1v]. It was found that the mobility(${\mu}$$\_$eff/ and ${\mu}$$\_$FE/) of p-MOSFET's was increased by increasing stress time and decreasing channel length. Because of the increasing stress time and increasing V$\_$g/ is changed oxide reliability and increased vertical field.

• Structural Engineering and Mechanics
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• 제23권5호
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• pp.563-577
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• 2006

This study involves a series of experiments on the buckling strength of eccentrically compressed cold-formed stainless steel square hollow-section columns. The principal parameters in this study are slenderness ratios ($L_k/r$ = 30, 50, 70) and magnitude of eccentricity e (0, 25, 50, 75, 100 mm) on the symmetrical end-moment. The objectives of this paper are to obtain the buckling loads by conducting a series of experiments and to compare the behavior of the eccentrically compressed cold-formed stainless steel square hollow-section columns with the results of the analysis. The ultimate buckling strength of the square-section members were determined with the use of a numerical method in accordance with the bending moment-axial force (M-P) interaction curves. The behavior of each specimen was displayed in the form of a moment-radian (M-${\theta}$) relationship. The numerically obtained ultimate-buckling interaction curves of the beam columns coincided with the results of the experiments.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1987년도 전기.전자공학 학술대회 논문집(I)
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• pp.461-464
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• 1987

With the fabrication of Al-$Al_2O_3$-n(p) type Si devices, the analysis and measurement of various characteristics, this study presented the electric physical property theory for the charge distribution of MAS device $Al_2O_3$ films, and inquired out the devices available. In order to study them, Al-(450A)$Al_2O_3$-n(p) type Si was the main objects in the study. They were examined through carrier injection, C-V curves of devices on time, ${\Delta}V_{FB}$-t curves, I-V curves and $Al_2O_3$ film's breakdown characteristics.

• 한국지반공학회지:지반
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• 제12권6호
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• pp.5-20
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• 1996

본 논문은 말뚝의 선단과 두부조건이 자유이며 수평하중을 받고 있는 수직말뚝의 모형실험에 대한 결과를 보여주고 있다. 모형실험은 원심모형실험기(동경공업대학 Markll)를 이용하여 현장응력상태하의 사질토지반에서 실시되었으며, 중력가속도, 휭강성, 그리고 지반의 상대밀도를 달리하여 실험을 실시하였다. 본 연구의 목적은 Toyoura모래에 근입된 말뚝의 거동에 대해 중력가속도, 횡강성, 그리고 상대밀도의 영향과 여러학자(Murchison & O'Neill, Reese et at., Scott, Det Norske Vertas, Kondner)들에 의해 제안된 p-y곡선의 적용성 검토에 있다. p-V곡선에 의해 프로그램이 만들어졌으며, 이 프로그램으로 말뚝의 수평변위와 모멘트 그리고 지반반력 분포를 예측할 수 있다. 실측된 거동과 예측된 거동의 비교에서, Murchison & O'Neill과 Kondnor에 의해 제안된 p-y곡선식의 결과가 다른 식들보다 실측결과와 일치하였다.

• 대한토목학회논문집
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• 제13권4호
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• pp.131-140
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• 1993

기존의 Mualem의 Model III-1에서 공기가 공극으로 진입할 때 이에 대한 공극들의 방해효과를 설명하는 가중치(加重値) $P_a({\theta})$가 무차원 공극반경과 선형적 관계를 가진다는 가정을 바탕으로 하여 모형의 검정을 위하여 한 개의 주곡선이 필요한 새로운 모형을 개발하였다. 개발된 모형은 모형의 검정을 위하여 기존에 제시된 바 있는 한 개의 주곡선이 필요한 모형들보다 실측치를 잘 모의하며, 한쌍의 주곡선이 필요한 영역모형중에서 이력현상을 모형화하는 목적에 가장 부합한 Model III-1과의 비교에서 개발된 모형은 거의 같은 정확성을 가지면서 실측자료를 재현하고 있음을 알 수 있었다. 또한 개발된 모형은 비포화 흐름을 해석할 때 효율적으로 적용될 수 있음을 알 수 있었다.