• Elastomers and Composites
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• v.37 no.1
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• pp.14-20
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• 2002

Silica-filled rubber compound needs longer mixing time compared to carbon black-filled one since it has poor dispersion or the filler. Influence of the mixing procedure on the properties of natural rubber compound filled with both silica and carbon black was studied. The discharge temperature of the master batch (MB) mixing was $150^{\circ}C$. The mixing time was longer when silica and carbon black were loaded separately than when loaded simultaneously. The mixing time was longer when silica was loaded first than when carbon black is loaded first. The compounds prepared by one MB step (conventional mixing) were compared with the compounds prepared by two MB steps (two-step mixing). Scorch times of the two-step mixing compounds were longer than those by the conventional mixing ones. Bound rubber contents of the formers were lower than those of the tatters. The two-step mixing vulcanizates had longer elongation at break, higher tensile strength, and better fatigue life.

• The tire
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• s.81
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• pp.2-12
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• 1979

요지:특수하게 처리한 Cellulose Fiber를 고무에 배합함으로써 배합고무의 기계적 성질을 향상시킬 수 있다. 즉, 소량의 Cellulose Fiber를 천연고무 또는 합성고무에 배합하여 배합고무의 내절상(Cut)성장, 내 Chipping성을 향상시킬 수 있다.

• Elastomers and Composites
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• v.37 no.4
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• pp.217-223
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• 2002

Silica-filled rubber compounds show poor filler dispersion and slow cure characteristics compared to carbon black-filled ones. In general, a silica-filled rubber compound contains silane coupling agent (bis-(3-(triethoxysilyl)-propyl)-tetrasulfide, TESPT) and diphenylguanidine (DPG) to improve the filler dispersion and to make fast cure characteristics. Acrylonitrile-butadiene rubber (NBR) improves the filler dispersion in silica-filled styrene-butadiene rubber (SBR) compounds. In this study, effect of NBR on the properties of silica-filled SBR compounds was investigated. Properties of the compounds which contain NBR without DPG or with small amount of TESPT (Compound A) were compared with those of the compounds which contain TESPT and DPG without NBR (Compound B). Scorch time of Compound A is faster than those of Compound B. Modulus and tensile strength of Comound A are slightly lower than those of Compound B. Traction property of the Comound A is better than that of the Compound B. Addition of NBR leads to reduction of the used amount of TESPT and DPG.

• Proceedings of the Korea Concrete Institute Conference
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• 1994.04a
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• pp.215-220
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• 1994

본 연구의 목적은 당사 콘크리트 배합설계 프로그램인 쌍용배합설계시스템(Ssangyong Mix Proportioning Design System ; 이하 SMPD라 칭한다)을 기본으로해서 슬래그시멘트에 대한 콘크리트 배합설계(안)을 제안함으로써 콘크리트 현장에서 합리적으로 콘크리트를 제조할 수 있도록 하는데 있다. 연구 내용은 슬래그시멘트와 보통시멘트간의 콘크리트 물성차이를 실험실적으로 규명하기 위해서 슬래그 함유량 및 양생 온도별로 슬래그시멘트의 콘크리트 강도발현특성, 물시멘트비, 단위수량변화 및 응결특성 등을 검토하였으며 그 결과를 이용하여 슬래그시멘트의 콘크리트 배합설계를 시행, 표준배합과 현장배합표를 제시하였다.

• Feed Journal
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• v.4 no.3 s.31
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• pp.82-88
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• 2006

가축의 건강을 유지시키면서 고기, 젖, 알 등의 생산능력을 최대한으로 발휘시키려면 그들이 공급받는 사료 속에 가축이 필요로 하는 영양소가 부족하지 않아야 한다. 단미사료에는 완전한 영양균형이 되어 있는 것이 없기 때문에 이것만으로는 필요로 하는 모든 영양소를 공급시킬 수 없으므로 사양표준에 의하여 가축이 요구하는 영양소를 몇 종류의 사료로 배합하여 급여해야 한다. 그렇게 하기 위해서는 먼저, 여러 가지 원료사료의 영양소함량을 알아야하며, 각종 단미사료의 특징, 즉 기호성, 부피, 유독성 물질의 함유 여부, 배합공정상의 입자도 등을 고려하여 사료를 잘 배합하여야 한다. 이때 어떤 원료 사료를 얼마만큼씩 배합할 것인가를 결정하는 계산과정을 사료배합(feed formulation)이라하며 계산에 의하여 나온 결과를 사료배합비(feed formula)라고 한다. 최첨단의 사육 및 사료배합기술에 의해 현대의 축산업은 그 어느 때보다 완벽한 사료를 사용하며 생산량을 증대해 왔다. 그래서 본 글에서는 오늘날의 사료가 있도록 한 배합비의 탄생과정에 대해 간단히 설명하고자 한다.

• KOREAN POULTRY JOURNAL
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• s.108
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• pp.35-40
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• 1978

앞으로도 배합사료의 수요량은 엄청나게 늘어날 것이 분명하다. 그러나 아직도 배합시설이 영세하고 사료가격이 통제되고 있다는 등의 이유로 배합사료의 품질은 우리가 바라고 있는 만큼 개선되어 있지 않은 것이 사실이다.

• Elastomers and Composites
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• v.40 no.1
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• pp.29-36
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• 2005

Mixing condition and procedure affect properties or a filled rubber compound such as filler dispersion, viscosity, and bound rubber formation. Influence of separate load of styrene-butadiene rubber (SBR) and acrylonitrile-butadiene rubber (NBR) on properties or silica-filled SBR compounds containing NBR was studied. Cure time and cure rate became faster as NBR content increased. The crosslink density increased with increase in the NBR content. The bound rubber content also increased as the NBR content increased. NBR content of the bound rubber was higher than that of the compounded rubber. The bound rubber content was higher when SBR and NBR were loaded separately than when loading simultaneously. The cure time and cure rate were slower for the separate load than for the simultaneous one. The crosslink density was also lower for the former case than for the latter one.

• Elastomers and Composites
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• v.11 no.2
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• pp.192-213
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• 1976

지금(至今)까지 고무의 배합(配合)과 이의 조성(組成)에 대(對)하여 나타냈으며 배합성분(配合性分)에 영향(影響)을 주는 인자(因子), 즉(卽) 고무류(類), 고무 혼합물(混合物), 가황제(加黃劑)의 선택(選擇), 카아본 블랙의 종류(種類), 배합조제(配合助劑)나 extender의 효과(效果), 비흑색(非黑色) 충전제(充塡劑), 수지(樹脂) 그리고 지연제(遲延劑) 및 배합(配合)에 관계(關係)되는 사항(事項)을 논의(論議)하였다. 배합조건(配合條件)의 가장 중요(重要)한 것은 알맞은 고무의 선택(選擇)이며 다음으로는 가황제(加黃劑) 그리고 카아본 블랙의 순서(順序)로 되어 있다. 그 외(外)의 것도 중요(重要)한 역할(役割)을 하지만 상기(上記) 보다는 그렇게 핵의적(核心的)인 영향(影響)을 미치지는 않는다.

• Journal of the Korean Institute of Landscape Architecture
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• v.38 no.5
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• pp.93-101
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• 2010

The demand for elastic pavement, providing comfort for pedestrians is expected to increase continuously but the lack of a standard for materials mixing ratio, that is, the optimal mixing ratio between ERDM chip and polyurethane binder, is still in a trial and error stage. This study aimed at recommending an optimal mixing ratio for elastic landscape pavement through a coherence and resilience test depending on ratio. The test result is outlined as follows. In a tensile strength test, samples B and C indicated a close positive relationship between the binder mixing ratio and tensile strength, indicating that the higher the mixing ratio the higher the tensile strength. In a hardness test, none of samples A, B or C indicated a statistical interrelationship between the binder mixing ratio and hardness. That is, the hardness of the elastic pavement material remained unchanged, irrespective of the binder mixing ratio. In a resilience lest, Samples A and B indicated a close negative interrelation between mixing ratio and resilience, indicating that the higher the mixing ratio, the lower the resilience. Upon analyzing the optimal mixing ratio based on test results, an increase in tensile strength began to slow at a 20% mixing ratio, while resilience began to reduce rapidly at 22%, Thus the optimal range for a mixing ration appeared to be 20~22%. The outcome of this study could to provide guidance for improving the elasticity and stability of elastic pavement.

• Journal of the Korea Institute of Building Construction
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• v.22 no.6
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• pp.619-630
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• 2022

The concrete mix design and compressive strength evaluation are used as basic data for the durability of sustainable structures. However, the recent diversification of mixing factors has created difficulties in calculating the correct mixing factor or setting the reference value concrete mixing design. The purpose of this study is to design a predictive model of bidirectional analysis that calculates the mixing elements of ternary concrete using deep learning, one of the artificial intelligence techniques. For the DNN-based predictive model for calculating the concrete mixing factor, performance evaluation and comparison were performed using a total of 8 models with the number of layers and the number of hidden neurons as variables. The combination calculation result was output. As a result of the model's performance evaluation, an average error rate of about 1.423% for the concrete compressive strength factor was achieved. and an average MAPE error of 8.22% for the prediction of the ternary concrete mixing factor was satisfied. Through comparing the performance evaluation for each structure of the DNN model, the DNN5L-2048 model showed the highest performance for all compounding factors. Using the learned DNN model, the prediction of the ternary concrete formulation table with the required compressive strength of 30 and 50 MPa was carried out. The verification process through the expansion of the data set for learning and a comparison between the actual concrete mix table and the DNN model output concrete mix table is necessary.