• Elastomers and Composites
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• 제33권1호
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• pp.44-51
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• 1998

The purpose of this experiments were investigated on the physical properties of rubber com-pounds containing two types carbon black. Bound rubber and interaction coefficient for com-pounds with pure carbon black were higher than those for the compounds with dual phase carbon black. Slightly higher values in 300% modulus and tensile strength indicated that the ratio of rubber-filler bound to rubber-rubber bound of pure carbon black were higher than those of com-pounds with dual phase carbon black. It was founded that dynamic properties, that is rebound, heat build-up, 0 & $60^{\circ}C$ tan $\delta$, and cut and chip loss of compounds with dual phase carbon black were better than those of compounds with pure carbon black, but abrasion property of dual phase carbon black was lower than those of pure carbon black because of low reinforcing ability.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1992년도 봄 학술발표회 논문집
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• pp.41-46
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• 1992

A potential use of superplasticizing admixture is to produce structural concrete of High-strength concrete,. By using a superplasticizer, more workable mixes can be achieved while permitting a high cement content and a low water/cement ratio both of which are necessary to obtain high strength by conventional manufacturing technique. In this study, therefore, high strength concrete having a 28-day strength in excess of 650kg/$\textrm{cm}^2$ can be obtained using a superplasticzer. However, before such a high strength concrete is recommended for use, engineering properties have to be assessed. This study is aimed to analyze and investigate the engineering properties, such as strength, elasticity, ultrasonic pulse velocity, rebound value of superplasticized concrete having a various cement content.

• Elastomers and Composites
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• 제54권4호
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• pp.279-285
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• 2019

Bio-based polyester polyols were synthesized using esterification with azelaic acid, sebacic acid, and 1,3-propanediol. Polyurethanes were prepared using chain extenders (1,4-Butanediol, 1,3-Propanediol, and isosorbide) and 4,4'-diphenylmethane diisocyanate with a mixing ratio of 1:1:1.1. Subsequently, the properties of the polymers prepared using the different chain extenders were compared. The synthesis of polyurethane was confirmed by FT-IR, TGA, and GPC. The mechanical properties (hardness, ball rebound, and tensile strength) of the materials were analyzed using shore A tester, taber abrasion, and UTM. heat, chemical, and water resistances of the prepared materials were measured by comparing the tensile strengths according to external changes.

• 한국구조물진단유지관리공학회 논문집
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• 제3권1호
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• pp.163-169
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• 1999

The object of this study is to compare properties of massive fly-ash concrete with plain concrete. Two concrete mixtures comprising two batch each $1.0m^3$ in volume, were made from ready mixed concrete batch plant. The water-to-cementitious materials ratio was kept constant at 51.4%. Therefore, massive concrete specimen($W800{\times}D800{\times}H800mm$) was cast from ready mixed concrete to analyze history of temperature and core strength properties. Bleeding, time of slump loss and time of setting of the fresh concrete were measured. In order to estimate the properties of massive fly-ash concrete in hardened concrete, non-destructive tests such as rebound hardness, ultrasonic pulse velocity and maturity were performed and analyzed.

• 콘크리트학회논문집
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• 제16권4호
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• pp.459-465
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• 2004

본 연구는 시멘트, 혼화재료 및 골재 등 콘크리트용 재료가 P형 슈미트해머에 의한 압축강도 추정 비파괴 시험에 미치는 영향에 대하여 검토하였다. 실험결과, 알루미나 시멘트를 제외한 시멘트 종류, 혼화재 종류와 치환율, 골재 종류 및 굵은골재 최대치수 등 사용재료 요인이 P형 슈미트해머법 비파괴시험에 미치는 영향은 매우 작은 것으로 나타나 P형 슈미트해머를 여러조건에서 사용되는 일반적인 콘크리트에 광범위하게 적응할 수 있을 것으로 판단된다. 또한 P형 슈미트해머의 반발도와 압축강도간의 상관성은 콘크리트의 사용재료에 관계없이 매우 양호하게 나타나(상관계수 0.96 이상) P형 슈미트해머를 이용하여 비교적 정확하게 압축강도를 추정할 수 있었다. 본 실험조건을 종합한 반발도에 의한 압축강도 추정식은 다음과 같다. $\cdot$수평면 타격 : Fc = 0.765RH - 5.74 (R=0.965) $\cdot$ 수직면 타격 : Fc = 0.793RV - 8.66 (R=0.959)

• 한국지형학회지
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• 제21권4호
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• pp.19-40
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• 2014

전라북도 고창군 상하면의 가막도에 대한 지형 조사의 일환으로 암석 반발 강도 조사와 각 부분의 화학적 조성을 분석하였다. 가막도의 암체 최상부는 지중 풍화 기원인 핵석이 일부 나타나고 있으며, 그보다 고도가 낮은 부분엔 지중에서 풍화 전선을 형성하던 기반암이 노출되어 있다. 가막도 암체의 반발 강도는 암체의 정상부에서 해안 대지 쪽으로 가면서 증가하는 것으로 나타났다. 이는 정상부가 침식에 대한 저항 정도가 약한 것으로 볼 수 있다. 한편 암체 각 부분의 화학적 풍화 지수, 풍화각 조성 물질의 변화 등으로 볼 때 암체의 하부가 정상부에 비하여 화학적 풍화가 덜 진행된 것으로 나타났다. 하지만 이는 암체 상부의 표면부에서 나타나는 현상으로 풍화층이 제거될 경우 생경한 암석의 풍화대가 나타날 것으로 보인다. 풍화각에 발달한 다각형 균열의 경우 전반적으로 화학적 조성과 화학적 풍화 정도에서 정상부와 하부의 중간 정도의 수준이었다. 풍화각의 특성을 파악하기 위한 분석 결과 풍화각의 표면에 다각형 균열이 형성되는 경우, 표면 부분에 비하여 기저 부분이 화학적 풍화 지수가 높은 경향성이 나타났다. 이는 이전의 연구와 일치하나, SiO2의 함량 등은 이전의 연구와 일치하지 않는 것으로 나타났으며, 이는 풍화 환경과 기반암 조성의 차이에 의한 것으로 판단된다. 이들을 종합할 때 가막도는 풍화 산물이 제거된 풍화 전선의 잔류물로 하부의 풍화 산물제거가 상부보다 활발히 진행된 것으로 보인다.

• Geomechanics and Engineering
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• 제36권1호
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• pp.39-50
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• 2024

Bitumen and high-quality subangular aggregates, the two principal materials used for asphalt concrete construction, are finite and expensive materials. The general availability of crumb rubber and naturally occurring aggregates of different shapes, especially flat and elongated shapes, indicates that they are feasible alternative materials for expanding the volume of bitumen and utilizing a wider range of aggregate shapes for the development of asphalt concrete, with an associated environmental benefit. The study investigated the effect of adding up to 15% crumb rubber and aggregates sorted into different groups, i.e., rounded, elongated, flat, and their combinations, on the rheological and mechanical properties and durability of 50/70 of hot-mix asphalt pavement. The addition of crumb rubber decreased ductility and penetration but increased the softening point. For a 5.5% bitumen content, asphalt concrete briquettes consisting of 7% crumb rubber and three types of aggregate shapes, i.e., 100% rounded, a mix of 75% rounded and 25% elongated, and a mix of 75% rounded, 15% elongated and 10% flat, were associated with high Marshall stability and indirect tensile strength as well as low lateral deformation due to their high solidity and moderate angularity ratio. Also, the addition of 7% crumb rubber resulted in a significant improvement in the tensile strength ratio and rebound strain of briquettes consisting of 75% rounded and 25% elongated aggregates and those with 75% rounded, 15% elongated and 10% flat aggregates. In relation to the parameters investigated, the three groups of briquettes met some of the local (South Africa) requirements for the surface course and base course of low traffic volume roads.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.1005-1010
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• 2001

Recently, polymer-modified mortar has been studied for proposed use on industrial floors as top layers with thin thicknesses, typically 5~ 15mm. The purpose of this study is to evaluate basic properties of self leveling materials using polymer modifier as kinds of SBR, PAE, SUBA. Superplasticizer and thickener have been included in the mixes to reduce bleeding and drying shrinkage as well as in order to facilitate the workability required. The self leveling materials using four types of polymer dispersion are prepared with polymer-cement ratios which respectively range from 50%, 75%, and were tested for basic characteristics such as adhesion in tension, crack resistance test, rebound test after the preparative tests for unit weight, air content, consistency ratio etc. The results show almost as equal quality as existing commercial industrial flooring when mortar is modified by polymer dispersion. Adhesion in tension of polymer modified mortars using each SBR and PAE emulsion was over 10 kgf/$cm^{2}$. Crack or flaw derived from shrinkage is strongly dependent on the type of polymer dispersion because of each different total solid of polymer. It is judged that polymer modified mortar with self-leveling can be very well suited for Floor-finished.

• 한국가시화정보학회지
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• 제10권1호
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• pp.21-26
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• 2012

Hydrophobic characteristics of high temperature metal surface were investigated by high-speed visualization of water droplet impact. An aluminum plate was used as the sample plate and the initial diameter of a water droplet was 2 mm. Transient behavior of a single droplet impinging on the surface with and without heating was captured by using a high speed camera running at 4,000 frames per second. The Leidenfrost phenomenon was demonstrated for the case of $300^{\circ}C$ surface temperature, however there was no rebounding of droplet on the cold plate due to hydrophilic nature. The experimental results show that the shape evolution of a droplet impinging on the surface varies with the Weber number, i.e. the ratio of impact inertia to capillary force. The overall water-repellent characteristics of the heated surface was very similar to that of the super hydrophobic surfaces.

• Computers and Concrete
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• 제15권4호
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• pp.503-514
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• 2015

Fibre-added concretes are frequently used in large site applications such as slab and airports as well as in bearing system elements or prefabricated elements. It is very difficult to determine the mechanical properties of the fibre-added concretes by experimental methods in situ. The purpose of this study is to develop an artificial neural network (ANN) model in order to predict the compressive and bending strengths of hybrid fibre-added and non-added concretes. The strengths have been predicted by means of the data that has been obtained from destructive (DT) and non-destructive tests (NDT) on the samples. NDTs are ultrasonic pulse velocity (UPV) and Rebound Hammer Tests (RH). 105 pieces of cylinder samples with a dimension of $150{\times}300mm$, 105 pieces of bending samples with a dimension of $100{\times}100{\times}400mm$ have been manufactured. The first set has been manufactured without fibre addition, the second set with the addition of %0.5 polypropylene and %0.5 steel fibre in terms of volume, and the third set with the addition of %0.5 polypropylene, %1 steel fibre. The water/cement (w/c) ratio of samples parametrically varies between 0.3-0.9. The experimentally measured compressive and bending strengths have been compared with predicted results by use of ANN method.