• Journal of the Korean GEO-environmental Society
• /
• v.22 no.3
• /
• pp.45-51
• /
• 2021

The evaluation of the degree of compaction of the embankment area, which accounts for most of highway earthworks, is generally performed by a flat plate loading test. The plate loading test is a traditional test method and has high reliability in the field. However, as reaction force equipment must be carried out and it takes about 40 minutes per site during the test, there may be limitations in managing the entire expanse of earthworks. Meanwhile, in order to overcome this, the Ministry of Land, Infrastructure and Transport proposed a simple method of evaluating the level of compactness in the provisional guidelines for compaction management of the packaging infrastructure in 2010. However, it has not been utilized at the highway construction site until now, 10 years later. Therefore, this study attempted to verify the utility of the compaction evaluation method using LFWD (Light Falling Weight Deflectometer) of the impact loading method among the test methods suggested in the provisional guideline. To this end, the correlation was derived by conducting a plate loading test and an LFWD test for each site property and compaction degree. As a result of the test, there was no consistency of test data in the ground with a relative compaction of 80% or less. However, it was confirmed that the correlation has a tendency to increase beyond that. If the test method or test equipment is improved to ensure the consistency of the test values of the impact loading method in the future, it will play a big role in solving the blind spot for compaction management in the earthworks.

• Korean journal of applied entomology
• /
• v.47 no.4
• /
• pp.473-478
• /
• 2008

Root-lesion nematode (Pratylenchus vulnus) and pin nematode (Paratylenchus sp.) were detected with high population density at the spray chrysanthemum greenhouse in Gumi, Gyeongbuk. The average density of P. vulnus and Paratylenchus sp. was 667 and 716 nematodes per 100 g soil and P. vulnus density were distributed 87% to the depth of $0{\sim}30$ cm in greenhouse. When spray chrysanthemum cv Chopin, was transplanted in September 2004 in greenhouse, P. vulnus were 854 nematodes/100 g soil in planting and increased 14,985 nematodes/100 g soils and 1g root after 10 weeks in harvest. Shoot weight and shoot height of spray chrysanthemum decreased 24.8% and 8.0% compared with non-infested P. vulnus after 10 weeks in greenhouse.

• Journal of environmental and Sanitary engineering
• /
• v.20 no.2 s.56
• /
• pp.39-46
• /
• 2005

This study was Performed to survey and evaluate the contents of Plasticizers such as DEP(diethyl phthalate), DPrP(di-n-Phthalate), DBP(di-n-butyl Phthalate), DPP(di-n-pentyl Phthalate), DCHP(dicyclohexyl phthalate), BBP (butylbenzyl phthalate), DEHP(di-(2-ethylhexyl) phthalate) and DEHA(di-(2-ethylheryl) adipate), which are suspected as endocrine disruptors, in food and drug PVC packaging. Tested samples were 5 food wraps, 35 food containers, 40 food and drug packages(type of tablet and capsule) in Gyeonggi-Do area. The contents of DEHA in wrap were 188.9g/kg, 203.1g/kg, 238.4g/kg, 290.9g/kg and 308.3g/kg, respectively, while the other plasticizers were not detected. DEHP was used in 4 samples of food containers and DEHP contents were 4.7g/kg, 30.7g/kg, 35.8g/kg and 53.4g/kg, respectively. In food and drug packaging materials(type of tablet and capsule), the plasticizers were not detected.

• International Journal of Highway Engineering
• /
• v.9 no.1 s.31
• /
• pp.47-56
• /
• 2007

Resilient characteristics on unbound pavement materials have been adopted for design and nonlinear analysis of pavement structure under traffic loadings. However, relatively few studies have been done on the nonlinear resilient behavior of unbound materials in Korea. In addition to that, only the limited information is available for estimating the resilient modulus values on subgrade soils. In this study, a laboratory resilient-deformation test under repeated loadings is performed in order to establish the nonlinear characteristics of unbound subgrade soils in test roads. Then, a constitutive model that correlates the resilient modulus with moisture and stress state from field condition is proposed respectively. The results from all procedures are presented in this paper. Finally, a comparative analysis is conducted to identify the proper models in the stress dependent modulus and seasonal moisture condition of subgrade soils in test roads respectively.

• Resources Recycling
• /
• v.22 no.1
• /
• pp.20-28
• /
• 2013

Recently, as the registration of vehicles increases, the utilization of the waste tires is emerging as environmental issues. Crumb rubber reproduced by scrap tires has been reused up to 25% in the construction field. The purpose of this paper is to investigate the mechanical properties of sulfur-rubber concrete (SRC) and to suggest the optimum mix design in terms of the compressive strength. Specimens were prepared with various mixing parameters: amount of sulfur, rubber, and micro-fillers. Two casting processes were also mentioned; dry process and wet process. The results mainly showed that the compressive strength of SRC decreased with an increment of rubber content. However, adding micro-filler and adjusting sulfur contents could improve the compressive strength of SRC. Optimum values of sulfur and rubber content were selected by workability and compressive strength of SRC. SRC can be applied to road constructions where high strength of concrete is not concerned, to wall panels that require low unit weight, to construction of median in highways to resist high impact load, and in sound barriers to absorb sound waves.

• International Journal of Highway Engineering
• /
• v.15 no.3
• /
• pp.1-8
• /
• 2013

PURPOSES : This study is to evaluate the feasibility of using the alkali activated cement concrete for application of partial-depth repair in pavement. METHODS : This study analyzes the compressive strength of alkali activated cement mortar based on the changes in the amount/type/composition of binder(portland cement, fly ash, slag) and activator(NaOH, $Na_2SiO_3$, $Na_2CO_3$, $Na_2SO_4$). The mixture design is divided in case I of adding one kind-activator and case II of adding two kind-activators. RESULTS : The results of case I show that $Na_2SO_4$ based mixture has superior the long-term strength when compared to other mixtures, and that $Na_2CO_3$ based mixture has superior the early strength when compared to other mixtures. But the mixtures of case I is difficult to apply in the material for early-opening-to-traffic, because the strength of all mixtures isn't meet the criterion of traffic-opening. The results of case II show that NaOH-$Na_2SiO_3$ based mixtures has superior the early/long-term strength when compared to NaOH-$Na_2SiO_3$ based mixtures. In particular, the NaOH-$Na_2SiO_3$ based some mixtures turned out to pass the reference strength(1-day) of 21MPa as required for traffic-opening. CONCLUSIONS : With these results, it could be concluded that NaOH-$Na_2SiO_3$ based mixtures can be used as the material of pavement repair.

• Proceedings of the Korea Contents Association Conference
• /
• 2007.11a
• /
• pp.894-898
• /
• 2007

Now a day, lots of the animations include TV series Animations are made by the technique of 3D Animation. However, 3D Animation obstructs visual elements and deteriorates an acquaintance with the limit of unfamiliar material methods and dispersion of light. For this reason, a large of number of 3D Animations are repacked with the style of 2D Animation. Most of previous studies for the conversion of output 3D Animation to the style of 2D Animation are analysis for 2D rendering techniques. In case of Non-realistic 3D Character Animation, first and foremost it needs investigation of the basic producing method for the 2D Animation is different with the realistic expression way of the one for the 3D animation. For a case study, expression methods for the non-realistic and the non-actuality 2D Character Animation come with impossible ways in the real life. This study for the 3D Animation with the style of 2D Animation is to investigate on the keynote for effective expression methods, when we turn 3D Animation into the style of 2D Animation.

• Proceedings of the KAIS Fall Conference
• /
• 2012.05a
• /
• pp.440-443
• /
• 2012

도시지역의 도로, 교량 및 주차장과 같은 포장지역은 작은 면적이지만 강우 시 다른 토지이용에 비해 강우 유출량이 높고, 상수원인 하천의 종 및 횡방향으로 존재하기 때문에 직접적인 오염 원인으로 작용하고 있다. 이에 대한 대책으로 최적관리기법(Best Management Practices, BMP) 또는 저영향개발(Low Impact Development, LID)과 같은 관리 방안을 적용하여 강우에 의해 발생되는 강우유출수와 비점오염물질을 동시에 저감하는 방안이 연구되고 있으나, 모델링을 통한 비점오염물질 배출량의 정량화와 저감시설의 성능평가에 대한 연구는 부족한 실정이다. 본 연구에서는 주차장 지역에서 발생하는 비점오염물질의 배출량 모의 가능성을 평가하기 위해 국내 외에서 강우유출수의 모의와 저감시설의 성능평가에 많이 사용되고 있는 MUSIC(Model for Urban Stormwater Improvement Conceptualization) 모형과 SWMM(Storm Water Management Model) 모형을 이용하여 강우유출수 수문 수질 모의를 실시하여 각 모형의 적용성을 평가한 결과, 두 모형 모두 총 유출체적 오차가 ${\pm}6%$ 이내로 수문모의에 대한 적용성이 우수하게 나타났지만, 수질의 경우 SWMM 모형이 MUSIC 모형에 비하여 오염물질의 배출량을 실측치와 가깝게 모의함으로서, 결과적으로 대상지역에 대해 SWMM 모형이 MUSIC 모형에 비해 주차장의 초기우수현상을 더 잘 재현하는 것으로 나타났다.

• Korean Journal of Soil Science and Fertilizer
• /
• v.5 no.2
• /
• pp.53-57
• /
• 1972

In order to obtain some informations on the improvement of fertility of poor red yellow soils widely distributed in hilly lands of Korean peninsula, a pot culture study was made with a hill land soil in comparison with a fertile soil commonly used for vegetables. The results are as follows; 1. In addition to the normal application of phosphate, the mixing of a large dose of fused phosphate with whole soil increased the yeild of chinese cabbage remarkably, having the promotion particulary of the available phosphate level in the acidic low fertility soil. At the sometime the mixing seemed to short down the period of soil maturing to fertile for good crop. It is, however, considered that such effect of fused phosphate must also be evaluated economically through a long term experiment. 2. A relatively close relationship between the soil phosphate soluble in dilute acid and chinese cabbage growth was observed.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2008.11a
• /
• pp.685-688
• /
• 2008

Concrete is strong on the compressive property, but weak on the tensile and flexural properties. To improve these problems, the reinforcing bar is used in concrete. But porous concrete with steel fiber has a weak point when exposed to air, because porous concrete has the vast continuous void on its inside and steel fiber is easily rusted by air. For these reasons, this study investigated the void ratio, compressive strength, bending strength and bending toughness as steel fiber mixing ratio and target void ratio. From test results, actual void ratio and strength properties increased as the mixing ratio of steel fiber increase. In case the mixing ratio of steel fiber over the fixed ratio, strength is decreased. And from the toughness evaluation, compared to the porous concrete which isn't mixed with steel fiber, the deflection variation efficiency is remarkably improved. Consequently we can confirm the possibility of porous concrete with steel fiber for the secondary product and pavement material to improve strength and bending resistance efficiency.