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벼 종자소독시 수온, 처리시간 및 약량이 벼 키다리병 발명에 미치는 영향
박흥규(Heung Gyu Park),신해룡(Hae Ryong Shin),이인(Yeen Lee),김석언(Suk Wean Kim),권오도(Oh Do Kwon),박인진(In Jin Park),국용인(Yong In Kuk) 한국농약과학회 2003 농약과학회지 Vol.7 No.3
In order to develop effective control methods for Bakanae disease caused by Gibberella fujikuroi (Saito) Ito during rearing of rice seedlings, we investigated the disease resistance of 15 rice varieties to G. fujikuroi and control effect of six seed disinfectants, and tried to improve the using methods of the seed disinfectants. Disease resistance was tested by investigating the disease incidence on each rice cultivar grown in rice seedling box infested with or not infested with G. jujikuroi at 30 days after sowing seeds and 20 days after heading date. The results showed that Hwayongbyeo, Dongjinbyeo, Hwoanbyeo, Nonghobyeo, Nampyeongbyeo, and Hwojinbyeo were resistant to G. fujikuroi, meanwhile Keulubyeo, Sobibyeo, Odaebyeo, Junambyeo, Samchonebyeo, Sangjubyeo, and Hwabongbyeo were susceptible. Three seed disinfectants, prochloraz, fludioxonil, and carproparnid+thiram+fludioxonil controlled Bakanae disease of rice very well, while bonomyl+thiram, thiophanate-methyl+thiram and thiophanate-methyl+triflumizole did not suppress the disease enough. Water temperature was turned to be an important factor for controlling the disease by treating seed disinfectants. Prochloraz showed 61 % control value on the disease at 10℃, but it showed above 95% control value at the range of 30~35℃. It was confirmed that the control effect of seed disinfectants increased with increasing water temperature. Meanwhile soaking period of rice seeds in the suspension of seed disinfectants and chemical dosage had no high relation to control the disease. This results suggest that rice varieties, water temperature, and optimal selection of suitable seed disinfectants are very important to control Bakanae disease effectively.
반복재하(反復載荷)에 의한 점성토(粘性土)의 변형특성(變形特性)
천병식,박흥규,Chun, Byung Sik,Park, Heung Gyu 대한토목학회 1989 대한토목학회논문집 Vol.9 No.1
In this study, it is attempted to examine (1) the residual deformation and elastic deformation induced from the repeated loads (up to the maximum of 100,000 times) on fully compacted soil specimen, the relation between stress and strain by performing the unconfined compressive test, after repeated loads and (2) the effect of water content, dry density, number of cycle, repeated loads, etc. on the effect of the stress-strain relation. The rate of deformation caused by repeated loads greatly depends on to the condition whether the water content is above or below the plastic limit. It is possible to estimate the initial tangent modulus of soil by means of modulus of elastic deformation obtained by putting repeated loads on the clay soil. 다져진 흙의 공시체에 최대 10만회 까지 반복하중(反復荷重)을 가하였을 때 잔류변형(殘溜變形) 및 탄성변형(彈性變形) 그리고 반복후(反復後) 일축압축시험을 행하여 응력(應力)-변형율(變形率) 관계등(關係等)을 검토하였으며, 여기에 영향을 미치는 함수비(含水比), 밀도(密度), 반복회수(反復回數), 반복하중등(反復荷重等)에 대해서 고찰(考察)하였다. 반복회수(反復回數)에 따른 변형(變形)의 증가율(增加率)은 소성한계(塑性限界)를 기준으로 함수비의 정도에 따라 크게 변화 하였으며, 반복하중(反復荷重)을 받은후(後) 구한 탄성변형계수(彈性變形係數)로부터 흙의 초기접선계수(初期接線係數)의 추정(推定)이 가능 하였다.
반복하중(反復荷重)을 받는 흙의 역학적(力學的) 특성(特性)
천병식,박흥규,Chun, Byung Sik,Park, Heung Gyu 대한토목학회 1990 대한토목학회논문집 Vol.10 No.4
도로(道路)의 노반(路盤)에 교통하중(交通荷重)이 반복해서 가해질 경우 흙 구조물의 설계기준을 얻기 위해 현장시험이 행해지고 있으나, 본 연구는 지금까지 잘 알려지지 않은 흙의 동력학적(動力學的) 성질(性質), 특히 반복응력(反復應力)을 받을 때의 성질을 규명한 것으로 유변학적(流變學的) 모델 해석에 의해 흙의 항복응력(降伏應力) 탄성계수(彈性係數)를 구하고 이에 대한 반복응력재하의 영향에 대해서 고찰(考察)한 것이다. 항복응력(降伏應力)은 재하횟수가 많을 수록 경화(硬化) 효과(效果)가 현저하므로 그 값이 크고, 어느 재하횟수에 달하면 한계치에 접근한다. 또한 탄성계수(彈性係數)는 반복응력이 작은 경우에는 재하횟수가 많을수록 현저하게 증가하고, 반복응력이 커지면 반대로 감소한다. In case of repeated wheel-loads are acted on subbase course material, field test is generally executed to get the design standard, but the study shows dynamic properties of soils especially under repeated loads, which have not been well known to us. We try not only to obtain yield stress and elastic modulus of soil in terms of rheological model interpretation but also to investigate the influence of the repeated loads. Yield stress of soil induces hardening until approaching critical value along with the increase in number of cycle, whereas the change in modulus of elasticity with respect to the number of cycle greatly depends on the strength of repeated stress, if weak in strength of repeated stress, the modulus of elasticity increases along with the number of cycle, while if strong, it tends to decrease.
반복하중(反復荷重)을 받는 Soil-Cement의 변형특성(變形特性)
천병식,박흥규,Chun, Byung Sik,Park, Heung Gyu 대한토목학회 1989 대한토목학회논문집 Vol.9 No.3
도로포장(道路鋪裝)은 그 수명기간내(壽命其間內)에 다수(多數)의 반복하중(反復荷重)을 받는 데, 이 반복된 재하(재하)에 의해 영구변형(永久變形)과 피로파괴(疲勞破壞)가 발생하여, 포장(鋪裝) 공용성(供用性)이 저하(低下)된다. 따라서 높은 공용성(供用性)을 유지(維持)하려면, 포장(鋪裝)의 각부(各部)에서 이와 같은 문제(問題)의 발생(發生)을 막고, 포장(鋪裝)의 안정성(安定性)을 향상(向上)시키기 위해서는 노반(路盤), 노상(路床)에 대해서 반복재하에 따른 영구변형(永久變形)이나 피로파괴(疲勞破壞)의 문제(問題)를 해결하는 것이 중요하다. 이와 같은 관점(觀點)에서 본(本) 연구(硏究)는 $20kg/cm^2$의 7일 강도를 갖는 각각 시멘트량 92%와 18.3%인 사질토 soil-cement와 점성토 soil-cement에 있어서 반복하중(反復荷重)을 가하였을 때의 변형특성(變形特性)에 대해서 검토(檢討)하였다. 연구 결과, 사질토 soil-cement의 탄성계수는 점성토 soil-cementt 보다 크며, 반복횟수 $1{\times}10^3$회(回)까지 탄성계수가 감소하고, 그 후 $1{\times}10^5$회(回)까지는 증가하였다. 또한 일축압축강도(一軸壓縮强度)는 약 30% 정도의 강도증가(强度增加) 나타냈다. Since the paved road suffers from various types of repeated loads for the duration of it's life, it is likely to cause permanent deformation and fatigue finaly destroying the pavement performance. Accordingly, if we are to keep the pavement performance in good condition, it is required to take staps to prevent such troubles from happening in each stage of pavement, and thus to improve the stability of pavement. We find it is quite important to settle the problems such as permanent deformation and fatigue rupture by repeated loads both on subbase course and on subgrade. In this regard, we examined the deformation characteristics of soil cements, on which repeated loads are applied. For the effective examination, we chose to use soil-cements made of cohesive soil and sandy soil respectively, which had $20kg/cm^2$ of unconfined compression strength, at the age of 7 days. The experimental results are: 1. The elastic modulus of soil cement from sandy soil is higher than that of soil cement from cohesive soil. 2. The elastic modulus thends to decrease as the repeated loads rund up to 1,000 times, while increasing between 1,000 times and $1{\times}10^5$ times. 3. Unconfined compression strength is seen to increase about 30%.