• KIEAE Journal
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• 제11권4호
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• pp.95-101
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• 2011

Earth has been used as a building material not only our country but also many foreign countries in the world. In foreign countries, we can often find the high-storied earthen houses which have been maintained for over several hundred years, which means the fact that earth differs in durability according to the methods of utilizing earth. So, the purpose of this study is to progress the fundamental research for utilizing earth as a wall material. Also, the another purpose of this study is to utilize the optimum micro-filler effect which adjusts the grain size of earth and the lime composite which promotes chemical combining power, and so examine whether earth material ensures its high compressive strength. This study applied both of rammed earth method and pour earth method among earth architecture methods. This study investigated compressive strength, slump, and air content according to unit binder weight. On the basis of such experimental results, this study derived the following conclusions. 1) Optimum micro-filler mixtures reduce a lot of fine particles contained in earth. If optimum micro-filler mixtures are used as aggregates, they develop lower W/B and relatively higher strength than general earth. 2) In this study, which uses optimum micro-filler earth mixtures and lime composite, rammed earth method develops 29MPa and pour earth method develops 28MPa in 28 days compressive strength. Such strengths can be utilized in building walls.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2000년도 춘계학술발표대회 논문집
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• pp.20-25
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• 2000

In order to study the impact fracture behavior of brittle materials, a steel-ball-impact experiment was Performed. Five kinds of materials were used in this study : soda-lime glass plates, glass/epoxy prepreg-one layer-bonded and unbonded glass plates, glass/epoxy prepreg-three layers-bonded and unbonded glass plates. Fracture patterns, the maximum stress and absorbed fracture energy were observed according to various impact velocities 40-120m/s. With increasing impact velocity, ring crack, cone crack, radial crack and lateral crack took place in the interior of glass plates. The generation of such cracks was largely reduced with glass/epoxy prepreg coating. Consequently, it is thought that the characteristics of the dynamic Impact fracture behavior could be evaluated using the absorbed fracture energy and the maximum stress measured at the back surface of glass plates.

• Geomechanics and Engineering
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• 제2권1호
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• pp.19-28
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• 2010

This paper describes the compaction and strength behavior of black cotton soil (BC soil) reinforced with coir fibers. Coir used in this study is processed fiber from the husk of coconuts. BC soil reinforced with coir fiber shows only marginal increase in the strength of soil, inhibiting its use for ground improvement. In order to further increase the strength of the soil-coir fiber combination, optimum percentage of 4% of lime is added. The effect of aspect ratio, percentage fiber on the behavior of the composite soil specimen with curing is isolated and studied. It is found that strength properties of optimum combination of BC soil-lime specimens reinforced with coir fibers is appreciably better than untreated BC soil or BC soil alone with coir fiber. Lime treatment in BC soil improves strength but it imparts brittleness in soil specimen. BC soil treated with 4% lime and reinforced with coir fiber shows ductility behavior before and after failure. An optimum fiber content of 1% (by weight) with aspect ratio of 20 for fiber was recommended for strengthening BC soil.

• 한국환경농학회지
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• 제16권2호
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• pp.175-180
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• 1997

산성비에 의한 작물의 피해경감방안을 구명하고자 pot시험으로 사양토에 콩(단엽콩)을 공시작물로하여 석회물질을 토양(소석회), 엽면(석회유 1%, 석회유 2%), 토양 및 엽면(소석회+석회유 1%, 소석회+석회유 2%)에 처리하고, 인공산성비(pH 2.7)를 10mm씩 2일간격으로 50회 살포한 후 콩의 생육, 수량 및 수량구성요소, 가시적 엽피해율, 엽록소 함량, 광합성 능력, 식물체중 무기성분 함량, 시험후 토양의 이화학적 특성 등을 분석조사한 결과는 다음과 같다. 1. 인공산성비 45회 살포후 경장은 석회유 2%구에서, 엽수는 소석회+석회유 1%구에서 가장 컸으며, 엽폭, 경경, 개체당 분지수는 처리간에 유의성없이 비슷하였다. 인공산성비 살포에 의하여 전처리구에서 종실 수량이 감소하였으나, 석회물질의 처리구에서 종실 수량이 증가하였으나, 특히 소석회+석회유 1%구가 가장 좋았다. 2. 인공산성비 15 및 45회 살포후 엽피해율 경감효과는 석회물질의 시용이 효과적이었다. 3. 인공산성비 45회 살포후 엽록소 함량은 소석회+석회유 1%구에서 가장 높았으며, 인공산성비 30회 살포후 광합성 능력은 소석회구에서 가장 좋았다. 4. 인공산성비 살포로 식물체중 질소, 인산, 황 등의 함량이 증가되었으며, 소석회를 토양에 처리함으로써 식물체중 질소, 카리, 석회 등의 함량이 증가하는 경향이었다. 5. 인공산성비 살포로 토양의 pH는 낮아졌으나, 질소 및 황 함량은 증가되는 경향이었고, 인산, 석회, 카리, 고토등의 함량은 감소되는 경향이었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.19-20
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• 2019

This study investigated the possibility of strength development by incorporating the slighly coarser soda-lime glass powder (GP) with 0-100 wt.% of Ground Granulated Blast Furnace Slag (GGBS) to synthesis GGBS based geopolymer. Compressive strength, water absorption & apparent porosity, were experimentally determined. To determine the homogeneity of mix, the microstructure & elemental composition of samples were studied using SEM-EDS. Study reveals the improvement in strength and reduction in porosity for the samples containing up to 30% GP. Furthermore, the microstructure analyses confirmed the development of denser and compact structure with the incorporation of glass powder up to 30%.

• 한국작물학회지
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• 제47권2호
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• pp.108-115
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• 2002

The effects of long-term fertilization on soil properties and nutrient availability are not well documented for cassava cultivation in Vietnam. In 1990, a field research plots were established with 12 treatments to test the effect of different rates of nitrogen (N), phosphorus (P) and potassium (K) on soil properties in Acrisols at Thai Nguyen University in Northern Vietnam. In 1999, composite soil samples (0 to 20cm depth) were collected from eight selected plots for measurements of nutrient supply rates by ion exchange membrane probes and for growing corn and canola in a growth chamber with and without added lime. Generally, long-term nitrogen (N) fertilization increased available N supply rates but decreased available potassium (K) and magnesium (Mg). Long-term phosphorus(P) applications increased canola N, calcium (Ca) and Mg uptake. Canola P uptake increased with increased P rates only when lime was added. Long-term K applications increased canola N, K, Ca, Mg uptake but only significantly increased corn N uptake. Liming significantly increased uptake of N, P, K, Ca, Mg and S for both corn and canola. However, N $H_{4-}$N, K and Mg soil supply rates were reduced when lime was added, due to competition between Ca from the added lime and other nutrients.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2005년도 춘계학술발표대회 논문집
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• pp.195-198
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• 2005

The role of elastic/plastic mismatch on the contact crack initiation is investigated for designing desirable surface-coated asymmetric layered composites. Various layered composites such as $Si_3N_4$ ceramics on $Si_3N_4+BN$ composite, soda-lime glass on various substrates with different elastic modulus for the analysis. Spherical indentation is conducted for producing contact cracks from the surface or interface between the coating and the substrate layer. A finite element analysis of the stress fields in the loaded layer composites enables a direct correlation between the damage patterns and the stress distributions. Implications of these conclusions concerning the design of asymmetric layered composites indicate that the elastic modulus mismatch is one of the important parameter for designing layered composite to prevent the initiation of contact cracks.

• 자원리싸이클링
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• 제24권3호
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• pp.34-43
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• 2015

철강 산업에서의 원재료는 생산성, 품질, 가격경쟁력에 결정적인 역할을 하고 있다. 철강제품의 원재료를 함철부산물로 활용한다면, 함철부산물을 처리하기 위한 비용 및 환경오염문제를 해결할 뿐만 아니라 가격경쟁력을 높일 수 있다. 함철부산물들은 대부분 작읍입도를 가지고 있어서, 제강공정 내에 직접 투입하게 되면 열 유동 및 원료 비산 등의 문제가 발생하게 된다. 이러한 문제점을 해결하고 추가적인 환원을 유도하기 위해 철원에 탄재를 혼합한 뒤 단괴를 성형하여 제강공정 내에 투입하는 방법이 연구되고 있다. 본 연구에서는 함철부산물에 탄재를 혼합하여 단괴를 성형하는 방법에 대해 연구하였다. 함철부산물, 탄재, 융제, 바인더에 따른 CCBI (carbon composite briquette iron)의 성형성 및 압축강도를 확인하였다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2002년도 학술발표회 발표논문집
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• pp.333-336
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• 2002

Traditional methods of earth reinforcement consist of introducing strips, fabrics, or grids into an earth mass. Recently, discrete fibers are simply added and mixed with the soil, much the same as cement, lime or other additives. The advantages of randomly distributed fibers is the maintenance of strength isotropy, low decrease in post-peak shear strength and high stability at failure. In this study, new composite reinforcement structures which consist of geotextile and randomly distributed discrete fibers were examined their engineering properties, such as shear strength of the composite reinforced soil. The increments of shear strength of composite reinforced soils were the sum of increments by fiber and woven geotextile respectively.

• 한국농공학회지
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• 제45권6호
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• pp.162-171
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• 2003

Traditional methods of earth reinforcement consist of introducing strips, fabrics, or grids into an earth mass. Recently, discrete fibers are simply added and mixed with the soil, much the same as cement, lime or other additives. The advantages of randomly distributed fibers is the maintenance of strength isotropy, low decrease in post-peak shear strength and high stability at failure. In this study, new composite reinforcement structures which consist of geotextile and randomly distributed discrete fibers were examined their engineering properties, such as shear strength of the composite reinforced soil and permeability of short fiber reinforced soil. The increments of shear strength of composite reinforced soils were the sum of increments by fiber and woven geotextile, respectively. The permeability of short fiber reinforced soil was increased with fiber mixing ratio.