• Journal of the Korean Recycled Construction Resources Institute
• /
• v.4 no.2
• /
• pp.203-208
• /
• 2016

In this study, to clarify the differences rebar corrosion beginning, through the actual corrosion accelerated test in corrosion time and laboratory test chamber of the structure of the marine environment results in both environments, it is an object of correlation coefficient derived. The accelerated corrosion test was carried out by two case, I.e., one is $20^{\circ}C$ of low temperaure codition(case 1), and the other is $65^{\circ}C$ of high temperaute codition(case 2). Whether corroions occurs, it was measures using half-cell potential method. The results indicated that case 2 is to acclerate the corrosion of rebar about 1.7~1.8 times as compared with case 1, thenthe corrosion of rebar embadded in concrete occurred according to the order of OPC60, FA, BS, OPC35. Correlation coefficient between acclerated corrosion test and long-term exposure test, case 1 is 2.45 to 2.94, and case 2 is 4.37~4.99.

• Korean Journal of Environment and Ecology
• /
• v.17 no.2
• /
• pp.169-176
• /
• 2003

The genetic relationships between 4 Korean native Taraxacum and 2 naturalized Taraxacum species were analyzed using the random amplified polymorphic DNA (RAPD) method. Because 141 polymorphic bands were generated from 30 random primers selected through the primer screening, it was possible to analyze the genetic relationship among 6 Taraxacum species. In RAED with the primer OPC12, OPD16, OPK16, OPK17, OPK20, OPS1 or OPS8, many specific polymorphic bands have been appeared in each species. Especially RAPD with the primer OPS8, a specific polymorphic band at 564bp was appeared only in the naturalized Taraxacum officinale. Based on RAPD analysis, Korean native Taraxacum and naturalized Taraxacum species are divided into two groups. T. officinale and T. laevigatum are classified into group I which is a naturalized Taraxacum species group, and T. mongolicum, T. hallasanensis, T. ohwianum and T. coreanum are classified into group II which is a Korean native Taraxacum species group. The result from the RAPD method was very similar to the result from the Bootstrap method. From the examination of the physical characteristics of 6 Taraxacum species populated in Korea, flowering period of Taraxacum species in group I are longer than Taraxacum species in group ll, and the direction of involucral bract of Taruxacum species in the group I was also different comparing to the group ll. Because the flowering color, leaf direction, and the specificity of seed germination of T. coreanum were different compared to the other species in the group II, T. coreanum would be genetically divergent and showed the highest dissimilarity index score.

• Proceedings of the Korea Concrete Institute Conference
• /
• 1994.10a
• /
• pp.161-166
• /
• 1994

Production of high strength concrete requires a low water-cement ratio and this leads to the high cement content. Mineral admixture like fly ash(FA) is often cheaper than ordinary portland cement(OPC) and this factor in combination with possible improvement in workability and moderation of the heat evolution of the cement-rich mixes tends to encourage its use. The other mineral admixture that its use has been widly advocated is silica fume that increases compressive strength due to its pozzolanic reaction. The objective of this study is to assess the contribution of mineral admixtures(FA, SF) to the workability and the strength of concrete with low water-binder ratios. In this experimental study that investigates and analyzes the properties of fresh concrete, it is presented that using admixtures like flysh and silica fume as binding material increases properties of high strength flowing concrete having very low water cementitious ratios of 0.25 and 0.30.

• Advances in concrete construction
• /
• v.5 no.3
• /
• pp.183-199
• /
• 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.

• Computers and Concrete
• /
• v.5 no.1
• /
• pp.75-88
• /
• 2008

This paper presents a mathematical model for strength and porosity of mortars made with ternary blends of ordinary Portland cement (OPC), ground rice husk ash (RHA) and classified fly ash (FA). The mortar mixtures were made with Portland cement Type I containing 0-40% FA and RHA. FA and RHA with 1-3% by weight retained on a sieve No. 325 were used. Compressive strength and porosity of the blended cement mortar at the age of 7, 28 and 90 days were determined. The use of ternary blended cements of RHA and FA produced mixes with good strength and low porosity of mortar. A mathematical analysis and two-parameter polynomial model were presented for the strength and porosity estimation with FA and RHA contents as parameters. The computer graphics of strength and porosity of the ternary blend were also constructed to aid the understanding and the proportioning of the blended system.

• Proceedings of the Korean Geotechical Society Conference
• /
• 2001.03a
• /
• pp.445-452
• /
• 2001

Generally, OPC(ordinary portland cement) is used for grouting in Korea, and bentonite has usually been added to prevent the deposition of cement particles. The dispersion of CB(cement bentonite) grout is influenced by variable factors i.e. water to cement ratio, particle size of cement, kind of bentonite, adding volume, methods of adding, viscosity of CB grout materials and curdling time. Among variable factors, the viscosity of CB grout materials is influenced by the dispersion, and dispersion is improved as increasing the mixing speed. In this paper, described a suitable mixing speed of the High Speed Mixer in field, engineering characteristics of CB grout materials vary with the water to cement ratio and the mixing speed as well as confirming the state of dispersion.

• Proceedings of the Korean Institute of Building Construction Conference
• /
• 2012.05a
• /
• pp.251-252
• /
• 2012

The exiting studies on the strength prediction by maturity method is mainly focused on concrete using OPC, meanwhile the study on the concrete mixing blast furnace slag powder (BFSP) is insufficient. The purpose of this study is to investigate the relationships between compressive strength and equivalent age by existing Maturity functions, i.e., Nurse-saul function Arrhenius function. This study also compared and examined the strength prediction of concrete mixing BGSP using ACI model and Logistic Curve prediction equation. Therefore, it is intended that fundamental data are presented for quality management and process management of concrete mixing BFSP.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2003.11b
• /
• pp.915-918
• /
• 2003

본 논문은 OPC 기반 장비의 제어 소프트웨어 생성 시스템(iMaker)의 중앙 집중식 제어 모델의 취약점(제어 컴퓨터의 오류시 모든 제어 중지)을 해결하고 성능 향상을 위하여 제어 소프트웨어를 구성하는 제어 로직들의 분산 배치 및 통합 방법을 사용하여 소기 목적을 달성하고자 한다. 우리가 제안하는 분산 배치 통합 모델은 제어 소프트웨어 실행 시에 발생할 수 있는 오류(시스템 에러, 네트웍 오류)를 극복하는 구조로 디자인하였기 때문에 PC 기반의 제어시스템에 대하여 안전성을 보장하는 방법을 제공한다.

• Journal of Plant Biotechnology
• /
• v.33 no.2
• /
• pp.139-145
• /
• 2006

The present study is the first report of molecular variations in different accessions of Rauvolfia tetraphylla L.f, a medicinally important plant collected from seven locations of Andhra Pradesh, India. Molecular analysis was carried out using RAPD markers. Out of the 40 primers screened from OPA and OPC Kts, a total of 205 scorable polymorphic markers out of 397 total markers were generated. Polymorphism of 51.6% was found with 3 unique markers. Levels of genetic diversity within accessions i.e., the genetic distance ranged from 0.816-0.932. Cluster analysis based on Dice coefficient showed two major groups indicating that mostly in cross-pollinated plants, high levels of differentiation among accessions exists independent of geographical distance. Hence the results of the present study can be seen as a starting point for future researches on the population and evolutionary genetics of this species. Understanding such variation would also facilitate their use in various conservational management practices, rootstock breeding and hybridisation programmes.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.1 no.3
• /
• pp.240-245
• /
• 2013

The optimum binder ratio of the low heat mass concrete for LNG tank was evaluated in the present study. Three types of binder such as OPC I, ground granulated blast-furnace slag powder were mixed and were used. Also fine particle cement and activator were used to raise an early age strength development and ground limestone was used to reduce the cost. As a result of the study, mix ratio II (30:30:40) was suitable for Bottom Center and mix ratio III(40:30:30) was suitable for Roof based on compressive strength and semi-adiabatic temperature.