• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.1035-1040
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• 2001

Recently, Sea-sand containing high levels of chloride is being applied to on reinforced concrete structures due to the exhaustion of river-sand and environmental problems, which affects directly corrosion of rebar in the RC structures. In this paper, characteristics of corroded rebar before and after casting were studied. Test results showed that bond strength of rebar corroded after casting was decreased with increase of corrosion level more rapidly than that of rebar corroded before casting.

• 한국건축시공학회지
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• 제6권1호
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• pp.73-77
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• 2006

Drying Shrinkage has much complexity as it has relations with both internal elements of concrete and external factors. Therefore, experiments on Concrete Drying Shrinkage are carried out in this study under simplified circumstances applying temperature & Humidity test chamber which enables constant temperature and humidify. Comparative analyses have been made respectively according to the consequences aiming at modelling for prediction of Concrete Drying Shrinkage and making out measures to reduce it. As a result Strain Rate of Drying Shrinkage of concrete was measured to increase by average $10{\times}10^{-5}$ in proportion to additional 4% increase in fine aggregate ratio, when water/cement ratio constant. Strain Rate of Drying Shrinkage in pit sand concrete increased 20% higher than measured when in river sand under the condition of 90-day material age. 6. Strain Rate of Drying Shrinkage in sea sand concrete increased $10%{\sim}15%$ higher than measured when in river sand. The results of prediction of Rate of Drying Shrinkage by Response Surface Analysis are as fellows. The coefficient of correlation of Drying Shrinkage in concrete was over 90%.

• 한국해양환경ㆍ에너지학회지
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• 제19권4호
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• pp.247-258
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• 2016

황해 태안반도 남서부 해역 8개 정점에서 해양퇴적물을 채취하여 퇴적물의 지음향 및 물리적 특성을 파악하였다. 전반적으로 사질 퇴적물이 우세하며 연구지역의 사질 퇴적물은 최대빙하기(LGM)이후 해수면 변동의 영향을 받아 연구지역에 퇴적되었다. 이후 금강 및 인근 연안에서 유입된 세립질퇴적물의 영향을 받은 지역은 니질 사 또는 사질 니가 발달했다. 이러한 퇴적 환경의 영향으로 정점별로 퇴적물 조직특성, 물리적 성질, 음파전달속도의 수평 수직적 차이가 나타난다. 음파전달속도, 평균입도 및 물리적 성질간의 상관관계를 보면 비교모델로 사용한 남해 퇴적물과 전반적으로 유사한 경향을 보이나 절대값에서 차이를 보인다. 이러한 차이는 퇴적환경, 광물조성 및 측정 시스템의 차이에 의한 것으로 사료된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 추계 학술논문 발표대회
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• pp.23-26
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• 2007

In this study, recently it is urgently required that demolition waste concrete has to be recycled on the construction because urban development is accelerated and redevelopment project is rapidly expanded, production quantity of construction and demolition waste concrete is being increased. On the other hand, it has to be solved urgently the unbalance of demand and supply about the fine aggregate because the sea sand is restricted by exhaustion of river sand and intensification of environment influence evaluation. Therefore, the purpose of the study was to show the performance of the apparatus developed by the study and to propose the direction of the optimum operating conditions by having an experimental and positive evaluation about quality of recycled sand produced to develop a separating and selecting device of impurities for recycling of construction wastes which can have a bigger improvement of economical efficiency, productivity, environmental property and quality through a basic property of matter of recycled sand by each operating condition of sand flux in comparison with the existing production system of recycled sand.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.529-532
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• 2006

In this study, recently it has to be solved urgently the unbalance of demand and supply about the fine aggregate because the sea sand is restricted by exhaustion of river sand and intensification of environmental law. In this background, manufacturing technology which can produce recycled sand from construction and demolition waste concrete mass is developed. However, the existed washing method has the problem which not only impurities but also many other things make poor quality. Therefore, it tries to conform in time necessity, the objective of this study is to develop the Sand Flux system which can product the high-quality recycled sand from wast concrete and high value-added technology of the high-quality recycled sand as basic materials for mortar and concrete. At the same time it will be able to improve the quality of recycled sand products as an experiment of the physical nature and a quality present condition the products of recycled sand from construction waste.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 추계 학술논문 발표대회
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• pp.113-114
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• 2015

This paper is to investigate the effect of poor quality aggregate source used in Korea on the mixture proportion and strength development of the high strength concrete fixed at 450 kg/m3 of cement contents. For aggregate kinds, good quality crushed stone from KS certified manufacturer and low quality crushed stone from non certified construction field are used. For fine aggregates, river sand, land sand, sea sand and mixed sand are also used. It is found that the use of low quality aggregates resulted in an increase of water demand considerably due to poor gradation of aggregate and excessive fine particles. Test results indicate that the use of low quality aggregate also decreases the compressive strength compared with that of good quality aggregate.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.463-466
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• 2005

This study examined the effects of comparatively widely used fine aggregates in the domestic construction fields on the quality of concrete through the analysis of the effects of such fine aggregates on the physical properties of fresh concrete and strength of hardened concrete. Results revealed that crushed sand degrades the fluidity and air entraining of concrete compared to natural aggregates like sea sand and river sand. Especially, the use of crushed sand exhibiting low grain shape and grade was seen to have larger adverse effect on the physical properties of concrete.

• Ocean and Polar Research
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• 제25권1호
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• pp.1-7
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• 2003

The purpose of this study was to determine changes in the growth rates and the degree of shell bioerosion exhibited by endolithic organisms of the Japanese scallop family, Patinopecten (Mizuhopecten) yessoensis, on the coast of Furugelm Island (Peter the Great Bay, northwest of East Sea = Sea of Japan) over the last three decades. The areas studied are affected by lumen (Tumangang) River run-off, which is enriched by organic matter and polluting agents. It was found that the linear growth rates of the Japanese scallops living along the coasts of Furugelm Island have decreased over the last three decades. The degree of bioerosion of scallop shells has significantly increased for the same period. These phenomena may be explained by a gradual increase in bottom sediment silting, organic enrichment and pollution of the areas being studied. It was found that the degree of scallop shell bioerosion increased with the scallop's age. At present, In each age group, the shells of the scallops sampled from the muddy sand showed greater erosion than the shells of individuals collected from the sandy substrate.

• 수산해양기술연구
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• 제24권2호
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• pp.65-70
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• 1988

낙동강하구의 물리적 해황조사를 1986년 4월, 6월, 10월과 1987년 2월, 3월, 8월, 6회에 걸쳐 실시하고, 그 자료를 분석, 검토한 결과는 다음과 같다. 1. 음향측심에 의해 조사된 해저지형은 준설 또는 매립으로 인해 불규칙적인 요철이 생겼다. 2. 1986년에 관측된 결과에 의하면 동측수로에는 수류가 거의 없고 서측수로에 대부분의 유량이 흘렀기 때문에 낙조시의 최대속도는 1.5kt 정도였다. 3. 1987년 8월에 측정한 결과에 의하면 하구역에서의 흐름은 동측수로에서 약간 세게 나타날 정도였으나 서측수로에는 조석 때문에 약한 유동이 나타났다.

• 한국방재안전학회논문집
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• 제11권2호
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• pp.83-89
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• 2018

동해안 하천의 하구는 토사퇴적이 현저하게 진행되는 곳으로 하천과 바다의 소통이 단절되는 하구폐색현상이 발생하는 곳이 많다. 하구폐색은 수역을 정체시켜 수질악화 및 홍수시 안전도를 위협하는 등 하천 환경적으로 위험지역을 형성한다. 이에 본 연구에서는 하구폐색에 의해 방재기능이 상실 된 하구를 대상으로, 안정하도를 유지하고 홍수량을 안전하게 소통시킬 수 있도록 하구사주 부근의 유심부를 기준으로 유로의 위치와 폭 등을 변화하여 가장 안정된 흐름을 형성할 수 있는 유로의 형태를 찾고 그 결과를 검토하기 위해 2차원 수리학적 해석 모형인 SRH-2D(ver 3.0) 모형을 이용하여 수치모의를 수행하였다. 모의결과 유심부 주변 하구사주의 하상고를 전체적으로 동일하게 낮춰 주는 방법이 수리특성의 변동에 민감하지 않고 유수를 원활히 소통시키는데 가장 효과적인 방법으로 나타났다.