• 치과방사선
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• 제20권1호
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• pp.53-62
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• 1990

This experiment was performed to clarify the effects of /sup 60/Co gamma irradiation on secretory function, amylase activity and contents of nucleic acids of parotid gland in rat. Experimental animals were divided into 6th hours, 3rd, 7th, 14th and 28th days after irradiation and control. The experimental animals are singly irradiated with 20Gy (2,000rad) through protective lead block. Secretory function of parotid gland was evaluted by uptake and clearance of /sup 99m/TcO₄. /sup 99m/TcO₄. 0.2μ ci/gm, was injected into peritonium in uptake groups. Rats were sacrified with cervical dislocation after 30 minutes and gland was excised. In the clearance group. pilocarpine nitrate (8㎎/㎏) was intraperitoneally injected at 30 minutes after /sup 99m/TcO₄ injection and rats were sacrified 30 minutes after pilocarpine injection. Radioactivity of excised parotid gland was measured by using of gamma counter and stimulation-secretion coefficients, uptake radioactivity divided by clearance radioactivity, was calculated. Amylase activity and contents of DNA and RNA were determined by spectrophotometry. The results obtained were as follows: 1. In the uptake test, the radioactivity of /sup 99m/TcO₄ per unit weight increase in experimental group except 6th hours group, compared with control groups and showed a peak at 3rd days after irradiation. 2. In the clearance test, the radioactivity of /sup 99m/cO₄per unit weight rose to a peak at 3rd days after irradiation and gradually recovered thereafter. 3. Stimulation-secretion coefficient of parotid gland decreased at 6th hours, 3rd and 7th days after irradiation, and gradually increased. 4. Amylase activity of parotid gland decreased in 3rd and 7th days group, and especially lowest in 3rd days after irradiation. 5. The contents of DNA showed no definite difference in all the experimental groups, but RNA was seemed to decrease with time after irradiation.

• 한국건설순환자원학회논문집
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• 제12권1호
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• pp.53-62
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• 2024

본 논문에서는 석탄 부산물인 경석을 잔골재로 사용하여 제작한 콘크리트의 강도 및 물성 실험 연구를 수행하였다. 본 연구에서는 석탄 부산물 골재 함유량과 플라이애시 함유량을 실험변수로 고려하였다. 천연 잔골재의 50 %와 100 %(부피 기준)를 석탄 부산물로 치환하였고 물-바인더 비는 0.38로 고정하였다. 또한, 일부 배합은 OPC 바인더의 30 %를 플라이애시로 치환하여 콘크리트 시편을 제작하였다. 단위질량, 압축강도, 쪼갬인장강도 및 휨인장강도를 실험을 진행하고 실험결과 분석을 수행하였다. 플라이애시 바인더가 함유되고 천연 잔골재 대비 석탄 부산물 골재의 치환율이 증가할수록 콘크리트 단위질량, 압축강도, 쪼갬인장강도 및 휨인장강도는 감소하였다. 또한, 미세구조 실험인 TGA와 SEM 실험을 진행하여 구간별 열중량분석과 ITZ를 분석하였다.

• 한국농공학회지
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• 제30권2호
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• pp.55-66
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• 1988

This study was conducted to investigate the various engineering properties and correlationshops among the soil constants of alluvial clayey deposits distributed in the bay of Asan and their results are summarized as follows : 1. Grain size distribution of soil was consisted of 12 % of clay, 46-73 % of silt, 2-23 % of sand, and as for the consistency characteristics, 26-36 % of liquid limit, 18-21 % of plastic limit and 6-16 % of plastic index, and so the soil belonging to as a lower plastic nonorganic clay, it's specific gravity was 2,66-2.70, and the location on the plastic chart was approximately above the A-line. Z The natural moisture content and unit weight were 30-43 % and 1.76-1.87 g I cm$_3$, respectively, and according to increment of natural moisture content, the unit weight was decreased, and the initial void ratio and degree of saturation were shown of 0,87-1119 and 92- 100 %, most of saturated. 3. Cone resistance value which was shown 2.4 - 6.5 kg / $cm^2$ was a little lower and it was increased with the depth of layer and shown the formular $q_c=0.7_z+1.32$. 4. Unconfined compression strength was about 0.18-0.43kg /$cm^2$, cu, 0.1-0.22kg / $\psi$, $2-6^{\circ}$ under uu-test condition of triaxial, and CCU, 0.08-0.3 kg/cm , $\psi$, $12-18^{\circ}$ under the condition of cu-test. 5. Pre-consolidation load of characteristics of consolidation was 0.4-0.8 kg / $cm^2$, compression index, about 0.17-0.33. 6. Liquid limit and plastic index were incresased with the increment of clay content but most of alluvial clay was appeared as a normal through non-activity clay soil shown more natural moisture content than liquid limit, and their relationship as follows : LL=0.38( cy+54.8), PI=0.836(LL -17.8), PI =0.468(LL -0.48) 7. The initial void ratio presented correlationship of positive among clay content, natural moisture content and liquid limit, and that of reverse with unit weight, and their results as follws : $e_o=0.024(w_n+0.2)$, $e_o=e_o=0.0003c_y+0.0005 LL+0.0151 W_n+\frac{3.58}{r-t}-1.52$ 8. It was shown that the compression index has correlationship of postive among the clay content, liquid limit, plastic index, natural moisture content and initial void ratio, and their relationships as follows ; $c_c=0.44(e_o-0.47)$, $c_c=0.001$

• 한국지반공학회지:지반
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• 제14권5호
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• pp.39-52
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• 1998

본 논문은 정규압밀된 점성토 지반에서 강관 매입 말뚝의 수평 거동에 영향을 미치는 여러인자들 중에서 말뚝의 근입길이, 지반조건(건조단위 중량 $\gamma_4$), 말뚝 두부의 구속조건의 영향에 관하여 모형실험을 수행하였으며, 이러한 영향을 정량화 할 수 있는 경첩식을 그 결과들로부터 얻었다. 모형실험에 사용한 지반은 3종류의 정규압밀 점토이다. 2종류의 말뚝 근입길이와 말뚝 두부의 고정 자유조건의 모형실험결과들에 의하여 수평하중-변위 관계는 $\gamma_d/\gamma_{dmax}$=0.84 이하에서 완전 탄소성체의 거동형상을 보일 것으로 나타났으며, 각 실험에서 최대 수평하중(Q--) 이후의 수평하중 감소는 상당한 시간 의존성을 보였다. 본 연구에서는 수평 하중-변위관계(logo-logy/D)와 최대 휨 모멘트-변위관계($loaM_{max}$.-.-logy/D)에서 각각 구한 항복 수평하중(Qy)과 항복 최대 휭 모멘트(My)가 직선적인 관계로 밝혀졌다. Relaxation에 의한 수평하 중은 모형실험 결과들로부터 시간을 변수로 한 지수 함수식으로 회귀분석 하였다. 수평 극한하중과 항복하중에 대한 지반조건의 영향은 $\gamma_4$$/\gamma_{dmax}$의 변수로 한 지수함수식으로 모델화 하였으며, Broms와 Budhu et at.에 의한 결과와의 비교에서 예측결과가 26-78%정도 과대평가 되었다. 수평하중-변위 관계에 대한 말뚝 두부의 고정조건 영향에서 $Q_{mxed}/Q_{free}$-y/D의 관계는 상당히 비선형적으로 나타났으며, yiD를 변수로 한 지수함수식으로 모델화하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.861-864
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• 2006

This study investigates the properties of light weight foamed concrete with variances in incorporating ratio of cement kiln dust(CKD). Test showed that an increase of CKD incorporating ratio decreased the fluidity of fresh concrete and increased the unit weight. A sinking depth of specimens incorporating CKD decreased, compared with that of control. As for the compressive strength, it firstly increased and then slightly decreased when incorporated CKD. Tensile strength values were similar to the values of compressive strength, but the ratio of comp. to tens. strength increased. Appearances density of specimens were all raged in KS and the thermal conductivity was also satisfied in KS; less than 0.05-0.160W/($m{\cdot}k$).

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.765-768
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• 2006

This paper investigates the properties of light weight foamed concrete with variances in adding ratio of stability agent(PS). Test showed that an increase of PS adding ratio decreased fluidity due to higher viscosity and increased unit weight of specimens. A sinking depth declined as the adding ratio of PS inclines, but all specimens including control concrete was ranging in KS; 0.5 to 10mm. Compressive strength value of specimens increased as PS adding ratio inclines. As for the tensile strength, any significant feature was not observed, compared with control concrete, but the ratios of camp. to tens. increased. Appearance density of concrete increased, and thermal conductivity was satisfied in KS, except for a specimen adding 0.07 percent of PS.

• ETRI Journal
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• 제41권3호
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• pp.371-382
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• 2019

Machine reading comprehension is the task of understanding a given context and finding the correct response in that context. A simple recurrent unit (SRU) is a model that solves the vanishing gradient problem in a recurrent neural network (RNN) using a neural gate, such as a gated recurrent unit (GRU) and long short-term memory (LSTM); moreover, it removes the previous hidden state from the input gate to improve the speed compared to GRU and LSTM. A self-matching network, used in R-Net, can have a similar effect to coreference resolution because the self-matching network can obtain context information of a similar meaning by calculating the attention weight for its own RNN sequence. In this paper, we construct a dataset for Korean machine reading comprehension and propose an $S^2-Net$ model that adds a self-matching layer to an encoder RNN using multilayer SRU. The experimental results show that the proposed $S^2-Net$ model has performance of single 68.82% EM and 81.25% F1, and ensemble 70.81% EM, 82.48% F1 in the Korean machine reading comprehension test dataset, and has single 71.30% EM and 80.37% F1 and ensemble 73.29% EM and 81.54% F1 performance in the SQuAD dev dataset.

• 한국환경복원기술학회지
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• 제23권6호
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• pp.187-200
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• 2020

Despite the eco-friendly route plan, road slopes were collapsed due to road construction, resulting in human and property damage. To solve this problem, the Ministry of Land, Transport and Maritime Affairs established guidelines in 2009 to conduct a test-bed for slope recording considering the conditions of the site and the ecological environment, and divided them into recording quality and economic evaluation. The following results were obtained by analyzing 183 construction methods of cut-soil sections at 60 sites from 2012 to 2018 for road slope afforestation research. Straw net+seedspray, vegetation media spray method 1T, 3T were used the most, and vegetation media spray method 3T(patent) was excellent in quality, and straw net+seedspray was excellent in economics. As a result of analyzing the market unit price and the construction unit price, vegetation media spray method submitted the construction unit price at up to 60% lower than the market unit price. As a result of the analysis of the key factors of the greening method evaluation, the economic assessment had the greatest influence on all evaluation items. Problems in the evaluation method of revegetation were first identified as problems in the allocation of points and secondly as problems in the evaluation criteria. As for the improvement of the economic assessment criteria, the method was proposed to evaluate the same method based on market unit price when the same method was constructed, and not to conduct an economic assessment if there was a difference in market unit price between methods, or to add weight to the scores. Based on the monitoring data of 60 road slopes, this study drew up problems and improvement measures. However, with regard to scoring, research on appropriate scoring is needed by examining the current status.

• 수산해양교육연구
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• 제28권1호
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• pp.198-210
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• 2016

This study firstly aims to estimate a leading-price of Jeju flounders with various price-classes by fish weight and secondly plans to provide policy implications of flounder purchase projects by understanding dynamic changes and interactions among flounder producer price-classes caused by price impulses in the market. This study applies an unit root test for stability of data, uses a Granger causality test to estimate the leading-price among producer prices by fish weight, employs the vector autoregressive model to analyze statistical impacts among t-1 variables used in models, and finally utilizes impulse response analyses and forecast error variance decomposition analyses to understand dynamic changes and interactions among change rates of the producer prices caused by price impulses in the market. The results of the study are as follows. Firstly, KPSS, PP, and ADF tests show that the change rate of Jeju flounder monthly producer prices by fish weight differentiated by logarithm is stable. Secondly, the Granger causality test presents that the change rate of the 1kg flounder producer price strongly leads it of 500g, 700g, and 2kg flounder producer prices respectively. Thirdly, the vector autoregressive model indicates that the change rate of the 1kg producer price in t-1 period statistically, significantly influences it of own weight in t period and also slightly affects price change rates of other weights in t period. Fourthly, the impulse response analysis indicates that impulse responses of structural shocks for the change rate of the 1kg producer price are relatively more powerful in its own weight and in other weights than shocks emanating from price change rates of other weights. Fifthly, the variance decomposition analysis points out that the change rate of the 1kg producer price is relatively more influential than it of 500g, 700g, and 2kg producer prices respectively. In conclusion, the change rate of the 1kg Jeju flounder producer price leads the change rates of other ones and Jeju purchase projects need to be targeted to the 1kg Jeju flounder producer price as the purchase project implemented in 2014.

• 한국강구조학회 논문집
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• 제26권3호
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• pp.241-250
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• 2014

층간소음에 대응할 수 있는 유닛모듈러 경량합성바닥 구조시스템을 제안하고, 이러한 바닥판에 대한 내력 및 거동을 실험연구를 통해 평가하고자 하는 것이 본 연구의 목표이다. 평데크와 철근트러스 데크를 활용하여 제안된 형상별로 각각 3개씩 총 9개의 경량합성바닥판 실험체를 제작하여 실험을 수행하였다. 실험결과, 실험체의 파괴 형태는 바닥판의 중앙부에서 처짐으로 인한 휨변형에 의해 지배되었으며 종국으로 바닥판 상부에 콘크리트 압괴가 발생하는 동일한 파괴양상을 나타내었다. 또한, 사용하중 상태에서는 구조적으로 안전하고, 사용성 측면에서도 우수한 것으로 나타났다. 이론적 공칭하중에 대한 실험 항복하중의 비는 0.86~1.27의 분포로 평균 1.04로 나타났으며, 분포도 측면에서 변동계수는 0.154로 나타나 비교적 잘 일치하는 것으로 나타났다.