c-$\phi$ 지반에서의 아칭현상을 고려한 원형수직터널 토압 : II. 실내 모형실험

김도훈,차민혁,이대수,김경렬,이인모,Kim, Do-Hoon,Cha, Min-Hyuck,Lee, Dea-Su,Kim, Kyung-Ryeol,Lee, In-Mo 한국터널지하공간학회 2010 한국터널지하공간학회논문집 Vol.12 No.2

원형수직터널에 작용하는 토압은 아칭효과로 인해 2차원 일반 흙막이벽에 작용하는 토압보다 작으므로 원형수직터널 설계 시 벽체에 작용하는 실질적인 토압의 예측이 필요하다. 본 논문은 두 개의 연속된 논문(Companion papers)의 두번째로서 원형수직터널 설계 시 건조한 사질토뿐만 아니라 c-$\phi$ 지반과 다층지반에서 적용 가능하도록 새롭게 제안된 토압식(김도훈 등, 2009)을 증명하기 위해 대형 모형실험을 수행하였다. 고안된 모형실험 장비는 단계별 굴착이 가능하도록 제작 벽체의 반경을 변화시켜가며 실험을 수행하였다. 또한 강사 방법으로 지반을 조성하기 전 건조한 시료에 물을 첨가하고 불포화사질토를 형성시켜 겉보기 점착력을 발현시킴으로써 c-$\phi$ 지반과 다층지반에서 실험을 진행하였다. 실험 결과로서, 단계별 굴착을 모사하였을 때, 아칭효과에 의해 굴착된 지반에서 굴착되지 않은 지반으로 하중이 전이가 일어나는 확인할 수 있었다. 또한, 동시에 굴착했을 때의 토압은 예측한 값에 비해 상당히 작게 나타났지만, 단계별로 굴착했을 때의 최종 토압은 동시 굴착 시의 토압에 비해 크게 나타나며 새롭게 제안된 토압식과 잘 일치하였고 c-$\phi$ 지반과 다층지반에서 수행한 실험의 결과도 겉보기 점착력의 효과로 인해 토압의 감소를 보이며 이론적인 값과 잘 일치하는 것으로 나타났다. The earth pressure acting on the vertical shaft is less than that acting on the retaining wall due to three dimensional arching effect. Thus, it might be essential to estimate the earth pressure actually acting on the shaft when designing the vertical shaft. In this paper, large-sized model tests were conducted as Part II of companion papers to verify the newly suggested earth pressure equation proposed by Kim et al. (2009: Part I of companion papers) that can be used when designing the vertical shaft in cohesionless soils as well as in c-$\phi$ soils and multi-layered soils. The newly developed model test apparatus was designed to be able to simulate staged shaft excavation. Model tests were performed by varying the radius of vertical shaft in dry soil. Moreover, tests on c-$\phi$ soils and on multi-layered soils were also performed; in order to induce apparent cohesion to the cohesionless soil, we add some water to the dry soil to make the soil partially-saturated before depositing by raining method. Experimental results showed a load transfer from excavated ground to non-excavated zone below dredging level due to arching effect when simulating staged excavation. It was also found that measured earth pressure was far smaller than estimated if excavation is done at once; the final earth pressure measured after performing staged excavation was larger and matched with that estimated from the newly proposed equation. Measured results in c-$\phi$ soils and in multi-layered soils showed reduction in earth pressures due to apparent cohesion effect and showed good matches with analytical results.

식방풍의 성분분리 및 생리활성

김도훈,한지수,김기은,김진효,김성건,김호경,오오진,황완균,Kim, Do-Hoon,Han, Chi-Su,Kim, Gi-Eun,Kim, Jin-Hyo,Kim, Sung-Gun,Kim, Ho-Kyoung,Oh, O-Jin,Whang, Wan-Kyunn 대한약학회 2009 약학회지 Vol.53 No.3

In this study, isolation of antioxidative compounds was performed for development of anti-oxidizing agent. $CHCl_3$, $H_2O$, 30%, 60% MeOH, MeOH fractions were examined antioxidative activity by DPPH, test of inhibition on NO production. It was revealed that 30%, 60% MeOH and $CHCl_3$ fractions had significant antioxidative activity. In 30% MeOH and 60% MeOH, $CHCl_3$ fraction, six compounds were isolated and elucidated as adenosine(I), guanosine(II), peucedanol 7-O-$\beta$-D-apiofuranosyl(1$\rightarrow$6)-$\beta$-glucopyranoside(III), peucedanol 7-O-$\beta$-D-glucopyranoside(IV), peucedanol(V) and scopoletin(VI) by physicochemical data and spectroscopic methods. (Negative FAB-MS, $^{1}H-NMR$, $^{13}C-NMR$). The results from antioxidative activity screening for the each compound showed that compound IV was relatively superior antioxidant ability. In anti-inflammatory activation assay, compound III, IV, VI had concentration-dependent-activity and compound IV had superior anti-inflammatory ability. These results suggest that Peucedani Radix might be developed as a potent anti-oxidative, anti-inflammatory agents and ingredients for related functional foods.

수중기지국 기반 수중통신망 구축 및 성능 시험

김도훈(Kim Do Hoon),채광영(Chae Kwang Young),고만재(Go Man Jae),정해지(Jeong Hae Ji),유호동(Liu Hao Dong),조용호(Cho Young Ho) 한국통신학회 2021 한국통신학회 학술대회논문집 Vol.2021 No.2

본 논문에서는 수중음향통신을 활용하여 CTD센서와 DO센서를 통해 수중환경데이터를 측정하고, 측정된 값을 육상에서 확인할 수 있도록 하는 실험을 진행하였다. 본 실험은 남해 실해역에서 20년 12월 12일부터 20일까지 진행되었으며, 구조물은 해수면에 해상부이 1대, 해저면에 수중기지국 2대, 센서노드 10대를 설치하였다. 모든 구조물에는 송신을 위한 트랜스듀서와 수신을 위한 하이드로폰이 장착된다. 해상부이는 해저면에 설치된 수중기지국과 센서노드에서 수중환경데이터를 수신한 후 육상 서버와 통신하여 패킷을 전송한다. 데이터는 1시간 단위로 전송되도록 설정하였으며 실험결과, 패킷 성공률은 약91.20%인 것을 확인하였다.

Effects of fluoride on osteoclastic bone resolution during experimentally moved rat molars

김도훈,문윤식,고재승,김현만,Kim, Do-Hoon,Moon, Yoon-Shik,Ko, Jea-Seung,Kim, Hyun-Man The Korean Association Of Orthodontists 2000 대한치과교정학회지 Vol.30 No.6

교정적인 치아이동은 치주조직, 특히 치조골의 개조를 필요로 한다. 불소는 파골세포에 의한 골흡수를 방해하는 물질로 알려져 있다. 이 연구의 목적은 불소의 섭취가 교정적인 치아이동시 압박측 치주조직에서 파골세포의 출현에 어떠한 영향을 끼치는 지를 조사하는 것이다. 40마리의 백서에게 60일동안 불화나트륨(NaF)가 각각 0, 10, 25 mg/kg/일 함유된 물을 음수시킨 후, 약 50-70g의 교정력을 가하여 상악 제 1 대구치를 근심쪽으로 경사이동시켰다. 교정력을 가한 24, 48, 그리고 96 시간 후에 대조군과 실험군을 희생시킨 후 조직편을 제작하여 상악 제 1 대구치의 압박측 치주조직 $450\times700\;{\mu}m^2$을 관찰하여 출현한 파골세포의 수와 흡수량을 조사하여 다음과 같은 결론을 내렸다. 1. 모든 측정시간에서 25 mg/kg/일 군에서 대조군보다 파골세포의 수가 유의성 있게 적었다. (p<0.05) 2. 24, 48시간 측정에서 25 mg/kg/일 군에서 대조군보다 흡수되는 면적이 유의성 있게 적었다. (p<0.05) 3. 대조군에서는 48시간에서 96시간 사이에 흡수되는 면적이 약간 감소하였으나, 10 mg/kg/일 군과 25 mg/kg/일 군 모두에서는 약간 증가하였다. Orthodontic tooth movement requires remodelling of periodontal tissues, especially alveolar bone. Fluoride is known to be a potent inhibitor of osteoclastic bone resorption. The purpose of this study was to examine the effects of a consumption of fluoride on osteoclast numbers appearing on the pressure side of alveolar bones at experimental tooth movement. 40 male rats were exposed to 0, 10, 25 mg/kg/day of sodium fluoride(NaF) in their drinking water for up to 60 days. Orthodontic appliance were activated to mesially tip maxillary first molar with 50-70g. The rats were sacrificed at 1, 2, 4 days after initial activation. The number of osteoclast was counted in a $450\times700\;{\mu}m^2$ area interradicular septum on the pressure side of the maxillary first molar. The results were as fellows, 1. There was significantly different osteoclast number between control group and 25 mg/kg/day group at all measured time. (p<0.05) 2. There was significantly different active bone-resorption area between control group and 25 mg/kg/day group except at 96 hours post activation. (p<0.05) 3. There was slight reduction of active bone- resorption area in control group from 48 hours to 96 hours but in both 10 mg/kg/day group and 25 mg/kg/day group a slight increase was observed from 48 hours to 96 hours.

담배가격인상 효과분석

김도훈,한광환,Kim Do-Hoon,Han Kwang-Hwan 한국연초학회 2005 한국연초학회지 Vol.27 No.2

The government continuously increases cigarette price to reduce the smoking rates. Opinions of cigarette makers and Ministry of Health and Welfare on the effect of cigarette price hike are sharply opposed. This dispute is important because there is possibility of additional increase of cigarette price by 500 won. Therefore, as an inquiry into existing studies for the effect of cigarette price hike on tobacco product, namely analysis of the effect of cigarette price hike consumption, we empirically analyzed the effect of cigarette excise tax hike through establishing improved analytic models considering time trend. As a result, it is substantiated that time trend in the effect of cigarette excise tax hike is certainly exist and early impact is heavy. However, the amount of cigarette consumption is recovered to the level of the average in 5 months. Since it is proved that the long term effect of cigarette price hike is immaterial, health authority should reconsider the plan of additional raising cigarette price by 500 won.

디지털 컨버전스 인프라로서의 NgN 환경에서 인터넷 산업구조 : ISP, CP, CDN 사업자간 경쟁을 중심으로

김도훈,Kim, Do-Hoon 한국경영과학회 2006 經營 科學 Vol.23 No.3

ITU-T's NgN(Next generation Network) architecture is expected to offer a new Internet platforms such as QoS(Quality of Service) guaranteed services as it overcame the limitations of the existing best-effort Internet architecture. However, policy development crucial for the NgN framework(e.g., interconnections and billing) is lagging far behind technology development. For example, arguments over network neutrality clearly indicate little understanding of the Internet industry structure where diverse providers including ISP and CP coexist. This study employs a network economics approach to predict how the competitive landscape involving various providers will evolve under the traffic-based billing system under the NgN environment. Applied is the non-cooperative game theory, in particular, Stackelberg's repeated game in order to build and analyze model for competition among those providers. We also studied possible impacts that CPs would have on the competitive landscape if they have an option to replace ISP: i.e., CDN(Content Delivery Network) provider. Lastly, based on the model analysis and experiments, presented are their implications to policy development and tile future prospect.

전도성 고분자/CdTe 나노입자/탄소 나노튜브 복합박막의 특성 연구

김도훈,심성은,김정수,남대근,오원태,Kim, Do-Hoon,Shim, Seong Eun,Kim, Jungsoo,Nam, Dae-Geun,Oh, Weontea 한국전기전자재료학회 2013 전기전자재료학회논문지 Vol.26 No.4

The composites composed of conducting polymer (MEH-PPV), CdTe nanoparticles, and multiwalled carbon nanotubes (MWNTs) were spectroscopically and electrically characterized in their thin films. The composite films were prepared by spray coating. These composites were prepared from the mixture solution of MEH-PPV and CdTe-embedded MWNTs, in which CdTe nanoparticles were electrostatically bound to MWNTs. UV/vis and PL spectra were analyzed to investigate the optical absorbance and emission of the composite films. In addition, their structural, electrochemical, and electrical properties were studied by transmission electron microscopy, cyclic voltammetry, and I-V measurement.

변화점을 고려한 소프트웨어 신뢰도 성장모형의 모수추정

김도훈,박천건,남경현,Kim, Do-Hoon,Park, Chun-Gun,Nam, Kyung-H. 한국통계학회 2008 응용통계연구 Vol.21 No.5

비동질적 포아송과정(NHPP) 모형은 신뢰성 공학에서 소프트웨어 내에 남아있는 결함발견현상을 설명하는데 자주 사용된다. 이때 결함발견율은 연속적이며 단조함수를 가정하였으나 현실적으로 소프트웨어 시험환경, 전략 및 자원할당 등으로 인해 결함발견율이 변하는 경우가 있다. 본 논문은 결함발견율이 변화하는 변화점 문제를 고려한 소프트웨어 신뢰도 성장모형(SRGM)을 고려하여 모수를 추정하는데 목적이 있다. 이를 위해 자료를 모의 생성한 후 평균값 함수의 각 모수를 최우추정법과 최소제곱법을 이용하여 추정하며, 결함발견구간이 일정하게 증가하는 경우와 일정하게 증가하지 않는 경우를 각각 고려한다. 이때 각 모수의 적합도 비교 평가를 통하여 변화점을 고려한 SRGM에서의 최적 추정법을 수치적 방법으로 판단한다. The non-homogeneous Poisson process(NHPP) based software reliability growth models are proved quite successful in practical software reliability engineering. The fault detection rate is usually assumed to be the continuous and monotonic function. However, the fault detection rate can be affected by many factors such as the testing strategy, running environment and resource allocation. This paper describes a parameter estimation of software reliability growth model with change-point problem. We obtain the maximum likelihood estimate(MLE) and least square estimate(LSE), and compare goodness-of-fit.

모델예측제어 기법을 이용한 제지공정에서의 지종교체 제어

김도훈,여영구,박시한,강홍,Kim, Do-Hoon,Yeo, Young-Gu,Park, Si-Han,Kang, Hong 한국펄프종이공학회 2003 펄프.종이기술 Vol.35 No.4

In this work an integrated model for paper plants combining wet-end and dry section is developed and a model predictive control scheme based on the plant model is proposed. Closed-loop process identification method is employed to produce a state-space model. Thick stock, filler flow, machine speed and steam pressure are selected as input variables and basis weight, ash content and moisture content are considered as output variables. The desired output trajectory is constructed in the form of 1st-order dynamics. Results of simulations for control of grade change operations are compared with plant operation data collected during the grade change operations under the same conditions as in simulations. From the comparison, we can see that the proposed model predictive control scheme reduces the grade change time and achieves stable steady-state.

침투를 고려한 원형수직터널 거동특성 연구

김도훈,이강현,이인모,Kim, Do-Hoon,Lee, Kang-Hyun,Lee, In-Mo 한국터널지하공간학회 2011 한국터널지하공간학회논문집 Vol.13 No.6

원형수직터널의 시공시 지하수가 존재하는 경우 굴착에 의해 지하수의 흐름이 발생되어 추가적인 힘이 작용하게 된다. 원형수직터널의 지하수의 흐름은 일반적인 수평터널과 달리 깊이방향으로 다르게 작용되며, 수직터널의 벽체에 경사방향으로 작용하게 된다. 본 연구에서는 원형수직터널에 작용하는 침투력의 영향을 파악하기 위해 깊이에 따라 변하는 경사방향의 흐름성분을 수직과 수평방향으로 나누어 각각을 이론식에 적용하였다. 지하수가 영향을 미치는 범위는 토압을 야기하는 이완영역과 같은 것으로 가정하여 이론식을 유도하였다. 침투력에 의해 발생되는 추가적인 힘으로 인하여 원형수직터널의 이완영역에 작용되는 응력이 달라짐에 따라 침투력을 고려한 토압계수 산정식과 원형수직터널 벽체에 작용하는 응력 산정식을 본 연구를 통해 제안하였다. 가상지반을 설정하고 제안식을 적용한 결과, 침투를 고려하지 않은 건조한 지반에 비하여 수직방향응력은 약 1.4배, 토압은 2.5배 증가하는 결과를 보였다. 침투해석을 통하여 "유효응력+침투력"으로 구한 값과 제안식을 이용하여 산정한 값은 유사한 경향을 보여 제안식은 침투력을 적절히 고려하여 토압을 예측하는 것으로 나타났다. When a circular vertical shaft is constructed below the groundwater level, additional forces caused by groundwater flow besides horizontal effective stresses will act on the wall. The inward direction of the groundwater flow will be inclined to the vertical wall and its direction will change depending on the wall depth. In this paper, to figure out the effect of seepage forces acting on the circular vertical shaft, the slope of the inclined flow varying with the depth is divided into vertical and horizontal components to derive the coefficient of earth pressure considering the seepage pressure and to obtain the vertical stress by taking the seepage pressure into account. The control volume in this study is assumed to be the same with that of the dry ground condition within which the earth pressure is acting on the wall by the creation of the plastic zone during shaft excavation. An example study shows that the vertical stress increases by about 1.4 times and the horizontal earth pressure increases up to 2.5 times compared to the dry ground condition. The estimated values from the proposed equation considering seepage forces and the calculated values from numerical analysis with "effective stress plus seepage force" show similar values, which verifies appropriateness of the proposed equation to estimate the earth pressure under the seepage condition.