In this study, the performance of the self-healing with the granulated alkali activator (Ca(OH)2) manufactured in seawater environment is investigated for crack healing under 300 μm of cracks. Specimens combined with GGBFS and OPC with and without the granulated alkali activator were manufactured and immersed in seawater. After that, crack recovery on the surface of the specimens with the granulated alkali activator (Ca(OH)2) was also evaluated by the ultrasonic pulse velocity test. From the results, it was verified that cementitious materials with the granulated alkali activator, exposed in marine environments, could be able to heal or seal inside cracks

Corrosion durability of steel member can be related to its installed environmental conditions such as relative humidity, rainfall, atmospheric temperature, and air pollution(SO2, chloride). Also its installed environmental condition may differ depending on the shape of structural member. Therefore, In this study, to evaluate the difference in the corrosion damage according to the installation environment of steel structural members, outdoor exposure test was carried out from attaching unpainted monitoring plate and atmospheric corrosion monitoring sensor for actual steel bridge with various structural detail.

This study investigates the coating deterioration of water-borne inorganic zine under marine environment. In order to evaluate the corrosion environment at installed site, the corrosion currents were measured by atmospheric corrosion monitoring(ACM) sensor. The deterioration grade of water-borne inorganic zine was investigated by visual inspection method depending on ASTM D610. The deterioration grade of structural member was compared based on corrosion environment such as wet time, amount of deposited salt etc.

The chloride penetration characteristics of concrete exposed to the marine environment were evaluated by chloride migration coefficient and the surface chloride content, and characteristics of the marine environment such as spray zone and tidal zone are considered

In the case of marine concrete composite structures, damaged by the various environment effect(sea damage, freeze-thaw, carbonation), and then, there is a possibility of going bad in the safety. The purpose of this study is to perform periodic measurements and tests on the durability test site constructed at sea and to provide basic guidelines for future maintenance based on the analyzed data.

The chloride penetration characteristics of concrete exposed to the marine environment were evaluated by chloride migration coefficient and the surface chloride content, and characteristics of the marine environment such as spray zone and tidal zone are considered. 요

In the case of marine concrete composite structures, damaged by the various environment effect(sea damage, freeze-thaw, carbonation), and then, there is a possibility of going bad in the safety. The purpose of this study is to perform periodic measurements and tests on the durability test site constructed at sea and to provide basic guidelines for future maintenance based on the analyzed data.

In this study, the tensile properties of FRP in the oceanic environment were compared. The tensile properties at room temperature and sea water temperature were compared and the tensile properties according to the the salt stress permeation duration are compared. It is appeared that the difference in the tensile properties of composite materials due to the temperature difference very little, and it is appeared that the tensile difference due to salt stress permeation by the types of glass fiber has a difference.

Chronic effects such as reproduction and population dynamics with elevated CO2 concentration were evaluated using two representative marine benthic species, copepod (Tisbe sp.) and amphipod (Monocorophium acherusicum) adopting long-term exposure. Juvenile copepod and amphipod individuals were cultivated in the seawater equilibrated with control air (0.395 mmol CO2/air mol) and high CO2 air having 0.998, to 3.03, 10.3, and 30.1 mmol CO2/air mol during 20 and 46 days, respectively. After the exposure period, the number of benthic invertebrate was counted with separate larval and juvenile stage such as naupliar, copepodid and adult for copepod, or neonate and adult for amphipod, respectively. The individual number of both test species at each life-stage was significantly decreased in seawater with 10.3 mmol CO2/air mol or higher. Recently, the technology of marine CO2 sequestration has been developed for the reduction of CO2 emission, which may cause climate change. However, under various scenarios of CO2 leaks during the injection process or sequestrated CO2 in marine geological structure, the potential risk to organism including various invertebrates can be expected to exposure. So the results of this study suggested that the detailed consideration on the adverse effect with marine ecosystem can be prerequisite for the marine CO2 sequestration projects.

본 연구는 우리나라의 대표적인 해항도시이며, 우리나라의 해양수도 및 동북아 관문항을 지향하는 부산광역시와 인천광역시의 해양환경 관리실태를 비교 분석하고 이의 제고방안을 모색하고자 하였다. 이러한 연구목적을 달성하기 위해 본 연구는 해양환경지표로서 수온(C), 염분(‰), 수소이온농도(PH), 용존산소(DO: mg/l), 화학적 산소요구량(COD: mg/l), 용존무기질소(DIN: mg/l), 총질소(T-N: mg/l), 용존무기인(DIP: mg/l), 총인(T-P: mgp/ml), 규산규소(Sio2-Si), 부유물질(mg/l), 클로로필(Chi-a: μg/l) 등의 총 12개 지표들을 사용하였다. 연구의 결과, 부산광역시와 인천광역시의 경우 2000년도부터 2003년도까지는 해양환경상태가 악화되는 것으로 나타났다. 또한 부산광역시 및 인천광역시의 해양환경상태를 악화시키고 있는 해양환경지표는 총질소, 용존무기인, 총인 등으로 나타났고, 이들 해양환경지표들은 해가 갈수록 악화되고 있는 것으로 분석되었다.

해양환경 하에서 염화물의 침투를 억제하여 부식 위험을 최소화함으로써 콘크리트 구조물의 공용기간을 연장할 수 있다. 효과적으로 구조물을 관리하기 위해 적절하게 유지관리하는 것이 필요하다. 본 연구에서는 효과적인 유지관리 전략을 세우기 위한 보수된 구조물의 유지관리비용 평가와 연계하여 구조물의 사용수명을 정량적으로 평가하는 방법을 제안하였다. Fick의 제2법칙으로부터Crank-Nicolson법에 기초한 유한 차분법을 제안하여 보수되지 않은 콘크리트 구조물과 보수된 콘크리트 구조물의 염화물 이온 분포를 예측하였다. 이를 이용하여 보수에 의해 연장 가능한 사용수명과 목표한 공용기간 동안에 필요한 보수 횟수를 평가하였다. 게다가보수 횟수와 콘크리트 교체 비용을 고려하여 총 유지관리 비용을 산출하였다. 마지막으로 제안된 방법의 적용성 검토를 위해 수치해석예제를 제시하였다.

This study is to integratedly examine coastal management policy and marine tourism development project for Korean coasts, especially for the South Sea of high development pressure, presenting sustainable tourism development policies for the future. To do so, it is examined central government-level coastal development projects set up by the Ministry of Culture and Tourism, the Ministry of Maritime Affairs and Fisheries and the Ministry cf Construction and Transportation, setting the direction of south coastal management and tourism development at a level of national territory planning. The problems of coastal management first and then the problems of the South Coast Tourism Belt Project are analyzed in order to present political and administrative alternatives. To overcome such problems and make Korea a marine tourism base in East Asia, there is a need for re-recognition of the value of the project and its continuous push through cooperation between central and local governments. Also, under the presupposition of consensus building among local people and the sustainable development of environments, there should be are-recognition that the future cf Korean marine tourism in the 21st-century and the success of an inverted π-axis national development depend on the South coastal Tourism Belt Development Project.

In order to grasp physical characteristics of Ganajin Bay receiving the effluents from land, a comprehensive field surve)'has been conducted at the north of Wando and Gogeumdo in 2002. Water temperature was most high in September while most low in December. A high temperature in September was inferred to have caused by the dispersion of warm fresh water with favor of a dominant wind in autumn. However, salinity and sigma-t in situ was most low in September while most high in December. A low salinity (or density) in September turned out to reflect the influence of a dense rainfall in summer. Water temperature, salinity and density at the surface layer were lower than those at the bottom layer, except for December. Their horizontal profiles suggested the influence of effluents such as Tamjin River. Particularly, time series of water temperature acquired near the sluice and at the north channel of Wando tended to rise at the flood flow but fall at the ebb flow in accordance with the tide. The form ratio of the tide in the study area was 0.31~0.32 and the amplitude of the tide appeared to increase towards the west. Northeastward or southwestward flows prevailed in this area but the residual flows were all northeastward with a magnitude of 3~4cm/s.