• Korea-Australia Rheology Journal
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• 제18권4호
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• pp.191-197
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• 2006

The measurement of the compressional rheological parameters for an aggregated particulate suspension is described. The parameters include the compressive yield stress and hindered settling function, describing the extent and rate of dewatering respectively. The variation of these parameters with shear rate and time of shear is also considered in the light of their sensitivity to low shear rates, with particular reference to the case of flocculated particulate suspensions. The latter is seen to be important in the future development of a comprehensive understanding of compressive rheology of aggregated particulate suspensions in industrial applications such as thickening, filtration and centrifugation.

• Computers and Concrete
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• 제25권5호
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• pp.401-409
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• 2020

Artificial neural networks are used as a useful tool in distinct fields of civil engineering these days. In order to control long-term quality of Self-Compacting Semi-Lightweight Concrete (SCSLC), the 90 days compressive strength is considered as a key issue in this paper. In fact, combined artificial neural networks are used to predict the compressive strength of SCSLC at 28 and 90 days. These networks are able to re-establish non-linear and complex relationships straightforwardly. In this study, two types of neural networks, including Radial Basis and Multilayer Perceptron, were used. Four groups of concrete mix designs also were made with two water to cement ratios (W/C) of 0.35 and 0.4, as well as 10% of cement weight was replaced with silica fume in half of the mixes, and different amounts of superplasticizer were used. With the help of rheology test and compressive strength results at 7 and 14 days as inputs, the neural networks were used to estimate the 28 and 90 days compressive strengths of above-mentioned mixes. It was necessary to add the 14 days compressive strength in the input layer to gain acceptable results for 90 days compressive strength. Then proper neural networks were prepared for each mix, following which four existing networks were combined, and the combinatorial neural network model properly predicted the compressive strength of different mix designs.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.341-342
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• 2010

본 연구는 광물질혼화재를 사용한 모르타르의 유변학적 특성을 검토하였다. 검토 항목으로는 모르타르의 점도, 항복값 및 재령별 압축강도를 측정하여 검토하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.56-57
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• 2020

The purpose of this study is to achieve a sufficient fluidity without segregation for normal compressive strength grade concrete mixture. The major obstacle of achieving fluidity of normal compressive strength grade concrete mixture is segregation. Hence, in this research, VMA was used to prevent segregation.

• Korea-Australia Rheology Journal
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• 제18권3호
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• pp.127-131
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• 2006

Few investigations of bread dough compressibility have been reported in the literature, despite the fact that high compression stresses are often reached in processing. Here we report some experiments on the compressibility of an Australian wheat bread dough under compressive stresses up to 5 MPa, and show that the results are consistent with a mathematical model of bread dough containing entrained air. The implications for tensile testing are also considered.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.83-84
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• 2020

The purpose of this study is to achieve a sufficient fluidity without segregation for normal compressive strength grade concrete mixture. The major obstacle of achieving fluidity of normal compressive strength grade concrete mixture is segregation. Therefore, in this research, the proper use of VMA was suggested to prevent segregation.

• 자원리싸이클링
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• 제17권1호
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• pp.29-37
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• 2008

최근 국 내외에서 폐유리의 발생량이 증가하고 있으며 대부분의 폐유리량은 재활용 및 재생산으로 활용되고 있다. 하지만 재활용되지 못한 폐유리는 매립되어 2차적인 환경문제를 야기 시키고 있는 실정이다. 폐유리 미분말의 5% 혼합에 따라 페이스트 평균점도(레올로지)는 22.3% 감소하였으며, 모르타르의 플로우 및 재령 28일 압축강도는 약 1.5%및 6%감소하였다. 또한 굳지 않은 자기 충전 콘크리트의 폐유리 미분말 혼합률이 증가할수록 유동성은 증가하였으며 압축강도는 감소하였다. 자기충전 콘크리트의 JSCE 2등급 규정에 만족하는 유동성 및 적정 압축 강도를 고려한다면, 폐유리 미분말의 최적 혼합률 20%를 찾을 수 있었다.

• Advances in concrete construction
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• 제5권3호
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• pp.183-199
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• 2017

This paper reports an experimental study into the rheological behaviour of Smart Dynamic Concrete (SDC). The investigation is aimed at quantifying the effect of the varying amount of mineral admixtures on the rheology, setting time and compressive strength of SDC containing natural sand and crushed sand. Ordinary Portland cement (OPC) in conjunction with the mineral admixtures was used in different replacement ratio keeping the mix paste volume (35%) and water binder ratio (0.4) constant at controlled laboratory atmospheric temperature ($33^{\circ}C$ to $35^{\circ}C$). The results show that the properties and amount of fine aggregate have a strong influence on the admixture demand for similar initial workability, i.e., flow. The large amounts of fines and lower value of fineness modulus (FM) of natural sand primarily increases the yield stress of the SDC. The mineral admixtures at various replacement ratios strongly contribute to the yield stress and plastic viscosity of SDC due to inter particle friction and cohesion.

• 한국구조물진단유지관리공학회 논문집
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• 제25권6호
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• pp.193-198
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• 2021

이 연구에서는 3D 프린팅 복합재료의 레올로지 특성과 출력 패턴에 따른 적층 시험체의 압축강도 특성을 평가하였다. 레올로지 측정결과, 압출 후 60분 후부터 급격한 재료 변화가 나타났으며, 배합직후 대비 1.4배 높은 항복응력과 14.94~25.62% 낮은 소성점도를 나타내었다. 실린더 몰드에 제작한 시험체와 적층 시험체의 압축강도를 비교하였으며, 적층 시험체의 출력패턴은 0°, 45°, 90°를 변수로 하였다. 재령 1~28일까지의 몰드 타설 시험체와 적층 시험체의 압축강도는 출력 패턴과 관계없이 유사한 성능을 나타내었다. 특히, 재령 28일에서는 모든 시험체의 초기 접선탄성계수와 최고 압축강도 및 최대 응력 시 변형률은 거의 동일하게 나타났다. X-ray CT분석을 통한 적층 시험체의 계면 분석결과, 압축강도 측정 후의 시험체의 적층 계면에서의 균열이 발생하지 않은 것을 확인하였으며, 이는 적층 시험체 내의 각각의 계면이 일체화 거동을 한 것으로 판단할 수 있다.

• Computers and Concrete
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• 제22권6호
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• pp.563-572
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• 2018

Uniaxial compressive strength test and uniaxial compression creep one were produced on four groups of twelve concrete specimens with different hole number by RLW-2000 rock triaxial rheology test system. The relationships between horizontal holes and instantaneous failure stress, the strain, and creep failure stress, the strain, and the relationships between stress level and instantaneous strain, creep strain were studied, and the relationship between horizontal holes and failure mode was determined. The results showed that: with horizontal hole number increasing, compressive strength of the specimens decreased whereas its peak strain increased, while both creep failure strength and its peak strain decreased. The relationships between horizontal holes and compressive strength of the specimens, the peak strain, were represented in quadratic polynomial, the relationships between horizontal holes and creep failure strength, the peak strain were represented in both linear and quadratic polynomial, respectively. Instantaneous strain decreased with stress level increasing, and the more holes in the blocks the less the damping of instantaneous strain were recorded. In the failure stress level, instantaneous strain reversally increased, creep strain showed three stages: decreasing, increasing, and sharp increasing; in same stress level, the less holes the less creep strain rate was recorded. The compressive-shear failure was produced along specimen diagonal line where the master surface of creep failure occurred, the more holes in a block, the higher chances of specimen failure and the more obvious master surface were.