• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 산업계
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• pp.65-68
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• 2009

Recently, the knowledge access about concrete might be 2 methods. One is approach about advanced and new technical development through the institute journal, the other is construction technology which is using at construction fields. However, there is no research for the interrelationship between them. So, this paper investigates the demands on construction fields at the ready mixed concrete plants on the 4 cities, the characteristics of the products like the maximum size of coarse aggregate and slump, and the extension of market on the high strength and flow ability concrete in 2000 and 2008. Moreover, this study would like to propose the investigation about diversification of construction materials for the fine construction cultures and development of the ready mixed concrete to the engineers at the construction fields.

• 한국지반공학회논문집
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• 제25권12호
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• pp.57-67
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• 2009

최근 시공기술이 발전함에 따라 댐 축조재료로 사용되는 조립재료의 최대입경은 수cm에서 1m이상에 달하고 있다. 실제 현장 원입도 시료에 대한 시험을 실시하는 것은 비용적으로 고가일 뿐만 아니라 기술적으로도 많은 문제가 존재하므로 일반적으로 상사입도 시료에 대하여 실내시험을 실시하고 그 결과를 실제 지반구조물의 설계 및 해석에 적용한다. 지반구조물에 대한 보다 정확한 거동특성을 예측하기 위해서는 입자크기에 따른 전단거동 특성의 변화를 파악하는 것이 필수적이라고 할 수 있다. 이에 본 연구에서는 국내 B댐 현장 댐 축조시료인 하상 사력재에 대하여 최대입경을 서로 달리하여 재구성한 상사입도시료를 대상으로 같은 상대밀도로 공시체를 제작하여 대형삼축시험을 실시하였으며, 최대입경의 변화에 따른 상사입도시료의 응력-변형특성, 전단강도특성을 비교.분석하였다. 시험결과 조립재료는 전단과정에서 응력연화 및 체적팽창 거동을 나타내고, 상사입도 시료의 최대입경이 증가할수록 그 현상이 더욱 뚜렷한 것으로 나타났다. 내부마찰각, 전단강도는 상사입도 시료의 최대입경이 증가함에 따라 증가하는 것으로 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제10권3호
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• pp.185-196
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• 2006

파괴인성은 균열의 개시와 전파에 대한 재료 고유의 상수로서 파괴역학에서 가장 중요한 재료상수 중의 하나이다. 콘크리트의 모드 I 파괴인성 측정에 대하여 RILEM 기술 위원회 89-FMT는 2-파라메타 모델에 근거한 3점 휨 시험법을 제시하였다. 그러나 혼합모드에 대한 시험법은 아직까지 표준으로 제안된 방법이 없는 실정이며, 또한 RILEM에서 제안한 3점 휨 시험법은 실험법이 복잡하다. 따라서 본 연구에서는 굵은골재의 최대치수가 각각 20mm, 40mm이고, 동일한 설계기준강도를 가지는 콘크리트로써 다양한 크기의 브라질리언 디스크를 제작하였다. 그리고 브라질리언 디스크의 모드 I 파괴인성을 RILEM 3점 휨 시험결과와 비교하였다. 비교 결과, 굵은골재의 최대치수에 따른 브라질리언 디스크의 적정 크기(두께, 직경) 및 노치 길이 비를 제시하였다. 또한 모드 I 시험으로부터 결정된 치수의 브라질리언 디스크로 혼합모드 시험을 수행한 결과 디스크 시편은 혼합모드 파괴의 연구 및 시험에 유용함을 알 수 있었다. 모드 I 및 혼합모드 시험에서 브라질리언 디스크의 응력확대계수는 유한요소해석(FEA)으로 구하였으며 FEA의 결과를 검증하기 위하여 5개항 근사법(Five terms approximation)에 의한 결과와 비교하였다.

• 한국환경과학회지
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• 제15권5호
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• pp.431-438
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• 2006

The strength, water permeability, and photo-degradation efficiency of NOx of porous concrete with a new concept were studied in this paper. The porous concrete was comprised of coarse aggregate of maximum size 40 mm, cement, silica fume, water and air-entraining(AE) water reducing agent. The strength of porous concrete was strongly related to its matrix proportion and compaction energy. An experimental test was carried out to study the parameters of cement proportions and silica fume content for pavement applications of porous concrete which were paving a footpath, a bikeway, a parking lot, and a driveway. The regressed equations of relation-ships between compressive strength and flexural strength, and coefficient permeability and void ratios were indicated as y=7.69x+71.74 and $y=0.42e^{0.28x}$. A method of making an air purification-functioning road, which was spraying a mixture of a photocatalyst, cement, and water onto the surface of the road, was suggested.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.961-966
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• 2000

It is difficult to change or remedy concrete structure after hardened. It is usual to evaluate the quality of hardened concrete using several test method. This study was performed to make fundamental data that could be used to evaluate the quality of hardened concrete. This study is to estimate mix proportion of hardened concrete. Each elements of concrete needed different estimation methods. First, the cement that handled by the most important compounds measured by XRF(X-ray fluorecence) machine with scanning Ca-K${\alpha}$. Second, the coarse aggregate that divided by maximum size measured by the area comparison method that starts from the assumption of uniform distribution. Third, the fine aggregate measured by the weight comparison method that needs several prerequsite constants which concerned cement hydration reaction. Fourth, the water content would be estimated by expert system that has data base of design data, the contents of above estimation results, the characteristics of concrete strength. As the result of the above research, some conclusions are as follows. The cement estimation method resulted by reliability of mean 96.7%, standard deviation 3.92. The area comparison method resulted by reliability of mean 95.3%, standard deviation 2.08. The weight comparison method resulted by reliability of mean 93.3%, standard deviation 3.35.

• Computers and Concrete
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• 제24권2호
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• pp.137-150
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• 2019

In this paper, surrogate models such as multivariate adaptive regression splines (MARS) and M5P model tree (M5P MT) methods have been investigated in order to propose a new formulation for the 28-days compressive strength of self-compacting concrete (SCC) incorporating metakaolin as a supplementary cementitious materials. A database comprising experimental data has been assembled from several published papers in the literature and the data have been used for training and testing. In particular, the data are arranged in a format of seven input parameters covering contents of cement, coarse aggregate to fine aggregate ratio, water, metakaolin, super plasticizer, largest maximum size and binder as well as one output parameter, which is the 28-days compressive strength. The efficiency of the proposed techniques has been demonstrated by means of certain statistical criteria. The findings have been compared to experimental results and their comparisons shows that the MARS and M5P MT approaches predict the compressive strength of SCC incorporating metakaolin with great precision. The performed sensitivity analysis to assign effective parameters on 28-days compressive strength indicates that cementitious binder content is the most effective variable in the mixture.

• 대한토목학회논문집
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• 제11권3호
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• pp.29-36
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• 1991

본 연구에서는 ASTM E561-80에서 제안한 방법과는 달리, 반복하중시 측정된 각각의 compliance를 상호비교인자로 활용하여 증가 균열길이를 간접적으로 구하고, 이 값들을 균혈성장 동안에 흡수된 비탄성 에너지를 고려한 변형에너지 해방율개념에 적용하여 구한 저항곡선의 해석으로부터 콘크리트의 불안정 균열성장 개시점을 구하였으며, 또한 굵은골재 최대수치와 시편의 두께변화가 임계파괴인성치에 미치는 영향 등을 고찰하였다.

• 한국농공학회지
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• 제40권5호
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• pp.59-67
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• 1998

The object of this study is to investigate the strength characteristics and the freeze-thaw resistance of high strength concrete incorporating fine blast furnace slag. Major experimental variables were the water/cement ratio, maximum size of coarse aggregate, and cement types such as ordinary portland and slag cement. The results were as follows ; The workability of fresh concrete incorporating fine blast furnace slag was better than that of OPC(ordinary Portland cement) in terms of slump. The freeze-thaw resistance showed better than that of OPC, keeping more than 90% of relative modules of elasticity after 506 cycles and showing only a hair crack at surface without serious damage. Thus, the fine blast furnace slag might be recycled at concrete to make high strength concrete at fields.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1993년도 봄 학술발표회 논문집
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• pp.79-88
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• 1993

The purpose of this study is to provide a firm base for the quality improvement of high strength concrete and the development of ultra high strength concrete as well as enviromental con-servation and utilization of byproducts from industrial processing such as Fly ash and Silica fume. A comprehensive experimental study was performed to investigate the effects on the quality improvement of high strength concrete using mineral admixtures. As results, 400~500kg/$\textrm{cm}^2$ compressive strength and excellent flowability can be obtained if fly ash is replaced with cement in the range of 305. In case of using powder type silica fume, 600~700 kg/$\textrm{cm}^2$ compressive strength is showed and 600~800kg/$\textrm{cm}^2$ compressive strength cam be obtained with liquid type silica fume. But it is necessary to increase dosage of high range water reducer for flowability using powder type silica fume. Especially, higher strength concrete cam be obtained when maximum size of coarse aggregate is lower than 25mm.

• 산업기술연구
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• 제28권A호
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• pp.89-96
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• 2008

An increase in the amount of cracking in repaired concrete bridge decks using VES-LMC(Very Early Strength - Latex Modified Concrete ; below VES-LMC) has been noticed by Yun et al(1). Literature indicates that indeed many concrete bridge decks develop transverse cracking, most developing at early ages(3~7 days), many right after construction. The purpose of this study was to establish prevention of map, transverse and longitudinal cracking in VES-LMC and to provide a control methods for minimizing the occurrence of cracks. The proposed prevention against map and transverse cracking was verified by field applications. VES cement was modified, the unit cement contents was reduced into $360kg/m^3$ from $390kg/m^3$, the maximum size of coarse aggregate was increase into 19mm from 13mm, wire mesh and steel fibers were incorporated in concrete mixture. A series of variable combinations were attempted. As a results, the proposed prevention against map and transverse cracking was verified because no crack were occurred until 90 days after overlay.