• Title/Summary/Keyword: water reducing ratio

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Effect of Organic Residue Incorporation on Salt Activity in Greenhouse Soil (시설재배지 토양에서 유기자재 투입이 염류활성도에 미치는 영향)

  • Lee, Seul-Bi;Lee, Chang-Hoon;Hong, Chang-Oh;Kim, Sang-Yoon;Lee, Yong-Bok;Kim, Pil-Joo
    • Korean Journal of Environmental Agriculture
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    • v.28 no.4
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    • pp.397-402
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    • 2009
  • In Korea, salt stress is one of the major problems limiting crop production and eco-environmental quality in greenhouse soil. The objective of this study was to evaluate the effectiveness of organic residues (Chinese milk vetch, maize stalk, rice straw, and rye straw) for reducing salt activity in greenhouse soil. Organic residues was incorporated with salt-accumulated soil (EC, 3.0 dS $m^{-1}$) at the rate of 5% (wt $wt^{-1}$) and the changes of electrical conductivity (EC) was determined weekly for 8 weeks under incubation condition at $30^{\circ}C$. The EC, microbial biomass carbon (MBC), and water soluble ions in soil was strongly affected by C/N ratio of organic residues. After 8 weeks incubation, the concentration of water soluble $NO_3{^-},\;Ca^{2+}$, and $Mg^{2+}$ was significantly decreased in organic residues having high C/N ratio (maize stalk, rice straw, and rye straw) incorporated soil compared to organic residues having lower C/N ratio (Chinese milk vetch) incorporated soil. The EC value in Chinese milk vetch incorporated soil was higher than control treatment. In contrast, maize stalk, rice straw, and rye straw amended soil was highly decreased the EC value compared to control and Chinese milk vetch applied soil after 4 weeks incubation. Our results indicated that incorporation of organic residues having high C/N ratio (>30) could reduce salt activity resulting from reducing concentration of water soluble ions.

A Study for Improving the Fluidity Retention in Concrete Used High Range Water Reducing AE Agent (고성능AE감수제 사용 콘크리트의 유동성 유지성능 향상을 위한 연구)

  • 김기형
    • Magazine of the Korea Concrete Institute
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    • v.10 no.6
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    • pp.313-323
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    • 1998
  • Fluidity retention of concrete used high range water reducing AE agent(HWAE) is varied according to main component, dosage amount and dosing method of HWAE. The type and substitution ratio of mineral admixture also have influence on the fluidity retention of concrete used HWAE. In this study, for the purpose of improving the fluidity retention in concrete used HWAE. 3 types of HWAE and ground granulated blast furnace slag(SG) are used in cement paste, mortar and concrete varing dosage amount and dosing time of HWAE and substitution ratio of SG respectively. According to using the HWAE of naphthalene sulfonates and SG, the fluidity retention of mortar and concrete is improved remarkably. And after 30 min, dosing method of HWAE is very effective in improving the fluidity retension and strength of concrete regardless of type of HWAE.

Influences on Concrete Quality of Residue Content Change of Chemical Admixtures (화학혼화제 고형분량 변동이 콘크리트 품질에 미치는 영향)

  • Kim, Jin-Cheol;Yoo, Hyeok-Jin;Kim, Hong-Sam;Jeong, Ho-Jin
    • Journal of the Korea Concrete Institute
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    • v.26 no.4
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    • pp.457-463
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    • 2014
  • The permitted limit, ${\pm}12%$, of the change in solid contents based on ASTM C 494 as an interim standard in Korea Expressway Corporation, can not reflect the kind of chemical admixture and the characteristics of solid content so that it differed depending on the admixture types. In this study, effect of cement concrete quality was investigated by solid changes which can be used chemical admixtures acceptance criteria. As a result of an evaluation of a change in the quality of concrete due to solid content, since Ligno-sulfonate based (LG) had a low water reducing ratio, the range of the change in solid content was great while Naphthalene sulfonated based (PNS) and Poly-carboxylate based (PC) High Range Water-reducing Admixtures (HRWR) had a high water reducing ratio, the permitted limit of the difference in solid content currently used as the acceptance criterion should be readjusted. As a result, it is found that the acceptable range must be managed within 10% and 5% when the solid contents less than 25% and more than 25%, respectively.

Evaluation of Compressive Strength and Freeze-thaw Resistance Properties of Concrete using Superabsorbent Polymer (고 흡수성 폴리머를 혼입한 콘크리트의 압축 강도 및 동결융해 저항성 평가)

  • Kim, Il-Sun;Choi, So-Yeong;Yang, Eun-Ik
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.86-94
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    • 2020
  • When the Superabsorbent Polymer (SAP) is added into concrete, the slump decreases rapidly, deteriorating the workability, the internal curing effect can be obtained through the water absorption and discharge process, and the internal voids of the concrete are increased. In this study, the effects of internal curing and voids were evaluated by evaluating the compressive strength, freeze-thaw resistance, and chloride penetration resistance of SAP-adding concrete that secured workability using a water reducing agent. Also, the internal curing effect of SAP was evaluated by dividing the curing conditions of concrete into water curing and sealed curing. From the result, as the SAP adding ratio increased, the amount of water reducing agent increased, and as for the compressive strength, the SAP adding ratio of 1.5% showed the greatest compressive strength. In particular, in the case of sealed curing showed higher compressive strength than the water curing. It is considered that the compressive strength increased due to the reduction of the effective water-cement ratio and the internal curing effect. Adding 1.0~1.5% of SAP improved the freeze-thaw resistance similar to the case of adding the AE agent, and the addition of more than 1.0% of SAP improved the chloride penetration resistance. The optimal adding ratio of SAP is 1.5%, and the adding ratio of 2.0% or more adversely affects the compressive strength and freeze-thaw resistance.

A study on the pH variation of porous concrete according to aging after neutralization processing (중화처리후 재령에 따른 pH변화에 관한 연구)

  • Kwak, Byung-Hu;Lee, In-Seok;Ng, Ninhthuy;Cho, Sung-Bae;Kwon, Hyug-Moon
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.576-579
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    • 2004
  • In order to offer the condition of plant survival, present the method to reduce pH of porous concrete. Water curing is the most suitable method for reducing pH. Water/cement ratio is lower pH in $25\%$ than $30\%$, and to reduce pH, the larger size of coarse aggregate is more proper in the same water/cement ratio, neutralization management after becoming solid than early.

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Chemical Modification of Wood with Alkylene Oxides, Vinylpirrolidinone and Furans:Effects on Dimensional Stabilization

  • Guevara, R.;Moslemi, A.A.
    • Journal of the Korean Wood Science and Technology
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    • v.10 no.4
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    • pp.38-52
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    • 1982
  • The effect of propylene oxide, butylene oxide, furan resin, and vinylpyrrolidinone in controlling wood dimensional stability have been examined. Wood in the green or ovendry condition was treated with various chemical treatments using a vacuum-pressure procedure, and treated specimens were tested for tangential sweelling, moisture gain, and changes in sorption hysteresis. Results' indicate that propylene oxide, and butylene oxide enhanced with the crosslin king agent trimethylol propane trimethacrylate and applied to ovendry wood were the most efficient chemical treatments in controlling tangential sweeling caused by liquid water or water vapor, and in reducing water vapor adsorption. The sorption behavior of treated wood as depicted by the ratios of sorption was "very favorable" in most instances. In the particular case of furan resin treatments, ratios of sorption were improved from 25 to 100 percent as compared to those of untreated wood.

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A Study on the Factors Affecting the High Fluid Mortar Containing Ground Granulated Blast-furnace Slag (고로슬래그 미분말을 함유한 고유동 모르터의 유동성상에 미치는 영향 요인에 관한 연구)

  • 김재훈;윤상천;지남용
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2002.11a
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    • pp.29-36
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    • 2002
  • High fluid concrete unlike OPC concrete is made with various material, and the phase of fresh concrete is considerably different. In order to understand fluidity phase and mix properties of high fluid concrete, concrete is required to access as suspension structure which consists of aggregate and paste. The focus of this paper is to analyze the test results and quantify the effect of mix proportions of molar and fineness modulus of ,and on the properties of fresh mortar. The effect of water-binder ratio, sand-binder ration, content; of ggbs (by mass of total cementitious materials), and various contents of water reducing agent on the yield stress and plastic viscosity of the mix is studied. Based on the experimental results, the following conclusion; can be drawn: (1) The mixing time needed (or high fluid mortar was approximately two times more than that of ordinary portland mortar. (2) The fluidity phase of mortar could be explained by yield stress of mix and the fluidity of mortar. (3) As the content of ggbs increased, yield stress of mortar was decreased and plastic viscosity of it was increased. (4) For the high fluid mortar, it was appeared that sand-binder ratio should be below 1.5.

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A Study on the Antioxidant Effect of Doenjang Prepared with Vegetable Water (채소수로 제조한 된장의 항산화 효과 연구)

  • Kim, Do Hee;Shin, Ye Ji;Kang, Myung Hwa
    • The Korean Journal of Food And Nutrition
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    • v.35 no.2
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    • pp.96-105
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    • 2022
  • This study compared and analyzed the antioxidant effect of Doenjang prepared from vegetable water, and explored the optimal addition ratio of vegetables of 5 kinds and the possibility of application to Doenjang. The sample is three kinds of vegetable water (VW1, VW2, VW3) prepared by adding different ratios of radish, carrot, green onion, onion and shiitake mushroom and Denjang prepared using it. Doenjang was aged and fermented at about 40℃ for 40 days, and then separated and used only solids. The content of their antioxidant compounds was measured the content of total phenolic acid contents and total flavonoid contents. In addition, the antioxidant effect was measured by electron donating activity, SOD-like activity, ABTs radical scavenging activity and reducing power. The total phenolic acid contents and total flavonoid contents were high at VW3 and that Doenjang made with VW3. Electron donating activity and SOD-liked activity were high at VW2 and Doenjang made with VW2. ABTs radical scavenging activity was high in Doenjang made of VW3, and Reducing power was high in VW3. Therefore, if Doenjang is prepared with vegetable water prepared by properly mixing 5 types of vegetables, the possibility of developing Doenjang with high antioxidant effect was suggested.

Removal of Heavy Metals from Acid Mine Drainage Using Sulfate Reducing Bacteria (황산염환원균을 이용한 폐광폐수의 중금속 제거)

  • Paik, Byeong Cheon;Kim, Kwang Bok
    • Journal of Korean Society of Water and Wastewater
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    • v.13 no.2
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    • pp.47-54
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    • 1999
  • SRB(Sulfate Reducing Bacteria) converts sulfate into sulfide using an organic carbon source as the electron donor. The sulfide formed precipitates the various metals present in the AMD (Acid Mine Drainage). This study is the fundamental research on heavy metal removal from AMD using SRB. Two completely mixed anaerobic reactors were operated for cultivation of SRB at the temperature of $30^{\circ}C$ and anaerobic batch reactors were used to evaluate the effects of carbon source, COD/sulfate($SO_4^=$) ratio and alkalinity on sulfate reduction rate and heavy metal removal efficiency. AMD used in this study was characterized by low pH 3.0 and 1000mg/l of sulfate and dissolved high concentration of heavy metals such as iron, cadmium, copper, zinc and lead. It was found that glucose was an organic carbon source better than acetate as the electron donor of SRB for sulfate reduction in AMD. Amount of sulfate reduction maximized at the COD(glucose)/sulfate ratio of 0.5 in the influent and then removal efficiencies of heavy metals were 97.5% of Cu, 100% of Pb, 100% of Cr, 49% of Mn, 98% of Zn, 100% Cd and 92.4% of Fe. Although sulfate reduction results in an increase in the alkalinity of the reactor, alkalinity of 1000mg/1 (as $CaCo_3$) should be should be added continuously to the anaerobic reactor in order to remove heavy metals from AMD.

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Temperature development and cracking characteristics of high strength concrete slab at early age

  • Wu, Chung-Hao;Lin, Yu-Feng;Lin, Shu-Ken;Huang, Chung-Ho
    • Structural Engineering and Mechanics
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    • v.74 no.6
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    • pp.747-756
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    • 2020
  • High-strength concrete (HSC) generally is made with high amount of cement which may release large amount of hydration heat at early age. The hydration heat will increase the internal temperature of slab and may cause potential cracking. In this study, slab specimens with a dimension of 600 × 600 × 100 mm were cast with concrete incorporating silica fume for test. The thermistors were embedded in the slabs therein to investigate the interior temperature development. The test variables include water-to-binder ratio (0.25, 0.35, 0.40), the cement replacement ratio of silica fume (RSF; 5 %, 10 %, 15 %) and fly ash (RFA; 10 %, 20 %, 30 %). Test results show that reducing the W/B ratio of HSC will enhance the temperature of first heat peak by hydration. The increase of W/B decrease the appearance time of second heat peak, but increase the corresponding maximum temperature. Increase the RSF or decrease the RFA may decrease the appearance time of second heat peak and increase the maximum central temperature of slab. HSC slab with the range of W/B ratio of 0.25 to 0.40 may occur cracking within 4 hours after casting. Reducing W/B may lead to intensive cracking damage, such as more crack number, and larger crack width and length.