• Journal of the Society of Disaster Information
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• v.8 no.3
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• pp.223-233
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• 2012

Steel fiber is high stiffness and large weight. So, Pumping hose to rupture of the safety management is difficult. Steel fiber caused by corrosion of the deterioration of durability and high-rebound losses are needed for the improvements. Thus, the revised regulations in 2009 by a steel fiber to reinforce other materials is possible. Variety of fiber reinforcement material for concrete review of applicability is needed. Steel fiber strength than the other fibers is large and by the geometry of the fibers are attached to improve performance. However, compared to steel fiber organic fibers and low modulus of elasticity and tensile strength of fiber and agglomeration occurs in the concrete to be used as reinforcement material is difficult. In this regard, the present study as a single object in the micro-fiber bouquet sharp entanglement through make muck attach surface area, distributed fibers from surfactant of the surface enhanced polyamide fibers, steel fiber and PP fiber reinforced concrete by comparing the scene to provide a basis for the use.

• Journal of Korean Society of Environmental Engineers
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• v.22 no.4
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• pp.629-637
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• 2000

A two-phase anaerobic reactor with a submerged microfiltration system was tested for its ability to produce methane energy from organic wastewater. A membrane separation system with periodic backwashing with compressed air was submerged in the acidogenic reactor. The cartridge type of microfiltration (MF) membrane with pore size of $0.5{\mu}m$ (mixed esters of cellulose) was tested. An AUBF (Anaerobic Upflow Sludge Bed Filter: 1/2 packed with plastic media) was used for the methanogenic reactor. Soluble starch was used as a substrate. The COD removal was investigated for various organic loading with synthetic wastewater of 5,000 mg starch/L. When the hydraulic retention time (HRT) of the acidogenic reactor was changed from 10 to 4.5 days, the organic loading rate (OLR) varied from 0.5 to $1.0kg\;COD/m^3-day$. When the HRT of the methanogenic reactor was changed from 2.8 to 0.5 days, the OLR varied from 0.8 to $5.8kg\;COD/m^3-day$. The acid conversion rate of the acidogenic reactor was over 80% in the 4~5 days of HRT. The overall COD removal efficiency of the methanogenic reactor showed over 95% (effluent COD was below 300 mg/L) under the highly fluctuating organic loading condition. A two-phase anaerobic reactor showed an excellent acid conversion rate from organic wastewater due to the higher biomass concentration than the conventional system. A methanogenic reactor combined with sludge bed and filter, showed an efficient COD and SS removal.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.413-416
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• 2008

The concrete used most in construction materials. There is an overcrowded iron dimensions use of the concrete at time of the other concrete theory on the reinforcing rod back which did congestion and compares it with this, and there are more few dimensions of the aggregate than concrete, and quantity of aggregate passage is superior in mortar than concrete. If a volume rate of the aggregate writes mortar than concrete against this, therefore, unit amount increases, and quantity of paste increases and quantity of dry shrinkage than increase concrete. However, I let I regulate lay priest distribution of the aggregate, and the results rates increase and reduce unit amount and decrease quantity of dry shrinkage, and separation resistance and the gap passage characteristics are judged because it can be it in a substitute document of very superior concrete. I came to carry out the study that I watched to let I was useful a little more and do the improvement repair of a become building wall body, a basement pillar and repair reinforcement of the assistant in the reinforcing rod back, the old age when I made congestion here. I regulated lay priest distribution of the aggregate in the study and regulated substitution rate of the aggregate (40%, 50%, 60%) and divided W/C 30%, 40% standards and produced mortar and I compared quantity of air by this, slump, compression robbery and showed it this time.

• Journal of the Korean Recycled Construction Resources Institute
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• v.2 no.1
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• pp.136-143
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• 2006

In this study, recently it is urgently required that demolition waste concrete has to be recycled on the construction because urban development is accelerated and redevelopment project is rapidly expanded, production quantity of construction and demolition waste concrete is being increased. As a results of drying shrinkage test under restrained and unrestrained condition, although workability and mechanical properites of concrete using HQRS were similar to that of concrete using natural sand, there were a great difference in deformation characteristic of dry shrinkage according to replacement ratio of HQRS. And, it makes sure that use of HQRS instead of partial nature sand was effective because drying shrinkage of concrete using 30 volume percentage of HQRS was smaller than that using only natural sand. Therefore, it is the objective of this study to provide the fundamental data about the re-application as an analysis of the drying shrinkage characteristics of concrete using HQRS and it is able to creta a high value-added by using HQRS.

• Journal of Haehwa Medicine
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• v.5 no.2
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• pp.497-497
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• 1997

간질성폐질변(間質性肺疾變)은 결체조직질병(結締組織疾病)의 상견(常見)되는 병발증(倂發證)이지만, 지금까지는 이상적(理想的)인 치료법(治療法)이 없었다. 본(本) 연구(硏究)는 본병(本病)의 병리기전(病理機轉)이 중의(中醫)에서의 "어혈(瘀血)"증(證) 상호(相互) 유사(類似)한 것으로부터 시작(始作)하여, 중의(中醫)의 "활혈화어법(活血化瘀法)"과 결합(結合)하여 치료(治療)하면서 환자(患者)의 폐기능(肺氣能) 검사결과(檢査結果)의 변화(變化)를 추적(追跡)해, 그 치료효과(治療效果)에 대(對)한 평가(評價)를 내리는 작업(作業)으로 이루어졌다. 먼저 풍습과(風濕科)에 의뢰(依賴)하여 결체조직질병(結締組織疾病)에 간질성폐병(間質性肺病)이 병발(倂發)한 환자(患者)를 선별(選別)한 후(後)에, 서의치료(西醫治療) 통(通)해서 그 원발성(原發性) 질병(疾病)이 은정(隱靜)한 상태(狀態)에까지 이르도록 한 후(後), 필요(必要)한 최저량(最低量)의 서의약(西醫藥)만을 유지(維持)케 하였다. 환자(患者)의 의사(意舍)에 따라서 두 개의 조(組)로 나누어, 실험군(實驗群)은 중의(中醫)에서 회진(會診)하고, Raynaud 증후군(症候群)의 유무(有無)에 따라서, 당귀사역탕(當歸四逆湯) 혹(或)은 혈부축어탕(血府逐瘀湯)을 농축분제(濃縮粉劑)로 투여(投與)하며 연속(連續)하여 6개월간(個月間) 치료(治療)하였다. 대조군(對照群)의 경우(境遇)에는 중의(中醫)가 회진(會診)하지 않았다. 14개월(個月)동안 모두 실험군(實驗群) 23례(例)와 대조군(對照群) 16례(例)를 대상(對象)으로 연구(硏究)를 하였는데, 모두 여성환자(女性患者)였다. 압축성폐용량(壓軸性肺用量)(FVC), 폐총용량(肺總用量)(TCL), carbon monoxide에 대(對)한 폐(肺)의 확산능력(擴散能力)(DLCO), 그리고 폐포공기량(肺泡空氣量)(VA)에 대(對) DCLO의 비(比)를 지표(指標)로 삼아, 폐기능(肺氣能)의 손상정도(損傷程度)에 따라서 box plot으로 분석(分析)하고, 폐기능(肺氣能)의 손상(損傷)을 측정(測定)하는 시스템을 만들었다. 실험결과(實驗結果), 실험군(實驗群)이 대조군(對照群)에 비(比)해서 치료(治療) 전(前)보다 명현(明顯)한 개선(改善)이 있었다. 폐기능(肺氣能)을 검사(檢査)한 수치(數値)들을 일반적(一般的)으로 통계처리(統計處理)한 것을 응용(應用)하고, TCL과 FVC의 모형식(模型式)을 만든 결과(結果), 실험군(實驗群)에서 FVC가 치료과정(治療過程)의 기간(其間)과 정비례(正比例)하여 향상(向上)되고, 또한 치료효과(治療效果)가 명현(明顯)하게 나타나기 시작(始作)하는 시기(時期)가 중의(中醫) 치료과정(治療過程)을 거친 실험군(實驗群)의 제(第)12개(個)에서 DLCO와 DLCO/VA의 향상(向上)이 나타나는 시기(時期)와 거의 일치(一致)하는 것을 발견(發見)하였다.

• Journal of the Korea Institute of Building Construction
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• v.15 no.3
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• pp.265-271
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• 2015

This study is intended to produce a PC (Precast Concrete) member without a steam curing process in developing the high early strength concrete satisfying the condition of 10MPa in compressive strength at the age of 6 hours, and is intended to ensure economic feasibility by increasing the turnover rate of concrete form. Hence, high early strength cement with high $C_3S$ content and the hardening accelerator of powder type accelerating the hydration of $C_3S$ was used. And the properties of concrete were evaluated according to the hardening accelerator mixing ratio (0, 1.2, 1.6, 2.0). No big difference was found from the tests of both slump and air content. When 1.6 % or higher amounts of the hardening accelerator were mixed, the compressive strength of 10MPa was achieved at the age of 6 hours. From the test results of autogenous (drying) shrinkage and plastic shrinkage, it can be seen that there was a difference according to hydration reaction rate due to the addition of the hardening accelerator. However, it was shown that no problem arose with crack and durability. And it was shown that resistance to freezing-thawing, carbonation, and penetration were excellent.

• Korean Journal of Food Science and Technology
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• v.12 no.1
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• pp.53-58
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• 1980

The effects of water activity, oxygen, light and storage temperature on the color degradation of dried red pepper were investigated during storage. Some packing materials were used for improving the storage life of red pepper by minimizing those factors. The results obtained were summarized as follows: 1. The critical water activity to the capsanthin of red pepper was 0.75. 2. Color degradation of dried red pepper was the most severe by U.V. light among 100 watt infra-red lamp, 15 watt U.V. lamp and 200 watt glow lamp. 3. Effect of light was not significant in the presence of nitrogen, Main factor of color degradation of red pepper in storage appeared spontaneous oxidation by the existence of oxygen. 4. The capsanthin content and the lightness as hunter value in powder type storage of red pepper was higher than that in whole pod type during 3 month's storage. 5. The air and damp-proof packing materials showed better results than polyethylene film packing in capsanthin content and lightness during 3 month's storage.

• Journal of the Korean GEO-environmental Society
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• v.1 no.1
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• pp.5-12
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• 2000

Mudstone, found Du-Ho Dong and around there in Po-Hang, is used as construction material. When it is exposed to the air and contacts with water, the strength is decreased rapidly and then it causes a lot of problems. In the field, clay soils with $K_o$ condition have anisotropic characteristics which behave differently according to the change of principal stress direction. In this study, $K_o$ consolidation is performed to make the completely weathered mudstone under the same conditions of construction place. Then, the triaxial compression test is performed at different shear velocity and anisotropy by sampling degree and the stress - strain behavior is shown the strain softening behavior. The stress - strain relationship from triaxial compression test is compared with the prediction value of Cam-clay model. From the results of tests, $K_o$ value decreases with the increase of sampling degree. Generally the behavior of $K_o$ consolidated specimen shows work-softening characteristic. The trend of behaviour of the measured is nearly to same to the predicted by Cam-clay model. But the measured value of deviator stress is very higher than the predicted. Therefore, Cam-clay model was not appropriate to the completely weathered mudstone consolidated with $K_o$ condition in Pohang region.

• Journal of the Korean Recycled Construction Resources Institute
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• v.4 no.3
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• pp.307-315
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• 2016

The aim of this research is analyzing the fundamental properties and autogenous shrinkage reducing performance of 70 and 100MPa grade high performance concrete including emusified refined cooking oil(ERCO) under the mock-up conditions. As a results of experiment, the mixture contained 0.5% of ERCO showed slightly decreased slump flow while the slump was increased and segregation resistance performance was improved as 2.5 of EIS. For air content, all mixtures satisfied target air content with increased unit weight and delayed setting time with ERCO addition. In the case of compressive strength, when ERCO was added 0.5%, the result of approximately 5 to 10% of increased compressive strength was observed. For the autogenous shrinkage, ERCO contributed on 20-30% of shrinkage reducing performance comparing to Plain mixture without ERCO. It is considered that capillary pore filling action of soap particles occurred by the reaction of ERCO in cement paste between fatty aicd and calcium hydroxide contributed the shrinkage reducing performance. Based on these mock-up test results, application of the high performance concrete mixture with ERCO on CFT actual structure was decided.

• Journal of the Korea Institute of Building Construction
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• v.16 no.3
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• pp.201-209
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• 2016

This study is to examine experimentally on the engineering properties of fiber reinforced concrete using kenaf(KN) fiber and another organic fibers for comparing test, and propose the usable method of KN fiber as an natural fiber in the concrete industry. It is to select 4 contents(0, 0.3, 0.6 and $0.9kg/m^3$) of KN fiber and 4 organic fibers (Jute, Cellulose, Polypropylene and Nylon). For this study, it is to perform various tests including slump, air content, plastic and drying shrinkage, flexural and tensile strength, carbonation depth for the fiber reinforced concrete according to contents of KN fiber and 4 organic fibers. The results of this study are as follows : In case of KN fiber contents $0.6kg/m^3$, it shows the effective results from increasing concrete strength including flexural and tensile, from decreasing plastic and drying shrinkage, carbonation depth. Also KN fiber is confirmed having excellent performances by comparing with test results of another organic fibers as same contents $0.6kg/m^3$. Therefore, considering concrete test results, cost and environment, KN fiber is proposed as the optimum contents in the range of $0.6kg/m^3$ and an effective fiber materials, and needs to keep up these study on the site application.