Recently, the concern on the deterioration of concrete due to de-icing salts and its counter measurements has been increased. This paper discusses the durability Assessment procedure of RC Structures against chloride attack under depicing salt environments.

In this study, the resistance to salt-attack of concrete using various mineral admixtures was experimentally evaluated to develop high durability concrete. As a result, the resistance to salt-attack of concrete using fly ash was lower than that of OPC concrete at age of 28 days. However, all concrete using mineral admixtures showed the higher resistance to salt-attack than OPC concrete at long-term age.

Steel corrosion in concrete induced primarily by chloride ingress and its diffusion, deteriorates concrete structures exposed to aggressive agents, such as chloride, significantly. This paper discusses the rehabilitation case study of deteriorated bridge by de-icing salts attack.

Submerged concrete is subjected by water pressure. Unfortunately, there is a definite lack of well-established research to deal with the effect of permeability on chloride penetration in concrete. This study developed new modeling to predict chloride penetration in submerged concrete subjected to various water pressures.

Salted-affected soil is a major environmental constraint with severe negative impacts on agricultural productivity and sustainability in reclaimed tidelands. This review focuses on the phytoremediation of reclaimed tidelands. We address the process of phytoremediation of these soils, comparison of phytoremediation with other amelioration approaches, driving forces contributing to the process, selection of phytoremediation crops, and the role of cropping in securing environmental integrity under salt-affected soils.

Accumulation of excessive salt in Reclaimed coastal tidelands can reduce crop yields, reduce the effectiveness of irrigation, degradation of soil structure, and affect other soil properties. These salts has shown to cause specific ions in the plant over a period of time leads to ion toxicity or ion imbalance and a continuous osmotic phase that prevents water uptake by plants due to osmotic pressure of saline soil solution. This review focuses on the characteristics of salt-affected soils, mechanisms of salt-tolerance plants, desalinization technology, and soil management to maintain sustainable agro-ecosystem in salt-affected soils.

Recently, the concern on the deterioration of concrete due to de-icing salts and its counter measurements has been increased. This paper discusses the results from investigation of pre-mature deteriorated existing road-subsidiary concrete structures and the specification of concrete quality.

Recently, the concern on the deterioration of concrete due to de-icing salts and its counter measurements has been increased. This paper discusses the results from investigation of pre-mature deteriorated existing road-subsidiary concrete structures and the specification of concrete quality.

Based on the study of chloride migration coefficient and hydration heat evolution, it was found that the use of ternary blended cement was effective to achieve desired service life and minimum crack index. On the other hand, a high level of compressive strength is required for marine concrete mix design.

This study, depending on the concrete mix material by performing the test on the basis of the wet and dry condition and freeze-thaw, and to elucidate the difference in the corrosion initiation time of there steel, in both environments, it is an object of correlation coefficient derived through the results of the accelerated corrosion test in a laboratory corrosion period of the structure of the marine environment.

콘크리트 구조물은 경제적이고 내구적인 구조물이지만 철근부식에 따라 성능이 내구적, 구조적 저하하게 된다. 최근들어 내구성설계가 도입되고 있는데, 콘크리트 구조물의 내구수명은 해수에 같이 노출되더라도, 국부적인 노출환경과 설계방법에 따라 다르게 평가된다. 본 연구는 3.5년∼4.5년 해수에 노출된 4개의 RC 교각을 대상으로 실태조사를 수행하여 25개의 콘크리트 코어를 채취하였으며, 전염화물을 평가하여 표면염화물량 및 겉보기 확산계수를 도출하였다. Fick's 2nd Law를 기본으로 한 결정론적 방법과 임계확률을 고려한 확률론적인 방법을 수행하여 내구수명을 각각 평가하고 분석하였다. 확률론적인 방법은 보수적으로 평가되었으며, 같은 구조물이라 하더라도 간만대 및 40.0 m 이상의 비말대에서는 비교적 낮은 내구수명이 평가되었다. 본 연구에서는 코어채취높이에 따른 염화물 거동 분석과 내구성 설계방법의 현시점에서의 한계성이 분석되었다.

Industrial by-products in combination with FA, BS was excellent compressive strength, chloride penetration resistance by OPC 60(W/C 60%) based on the comparative analysis. The most effective periods were BS 28 days and FA 56 days.

As the usage of supplementary additives such as blast furnace slag and fly ash for concrete was increased, the carbonation of concrete has been a problem. Hence, in this research, as a solution of carbonation of the high-volume supplementary additive concrete, the effect of waste oil based liniment on carbonation and chloride resistivity was analyzed when it applied on the surface of the concrete.

The purpose of this study is to examine and quantify the effect of chloride content on surface electrical resistivity measurement of concrete. It was obvious that chloride content had influenced the resistivity of concrete and the relationship showed a linear function. That is, concrete with chloride ions had a comparatively lower resistivity. Decreasing rate of resistivity of concrete was clear at early time, however, after 50 days resistivity was constant irrespective of chloride concentration. Conclusively, this paper suggested the quantitive solution to depict the electrical resistivity of concrete with chloride content.

In this study, the rahmen bridge damaged by the chloride attack was investigated. According to the investigation, the degraded concretes on cantilever kerb and end part were intensively observed. Thus, the chloride content test and half-cell method were performed to evaluate the degraded parts. As a result, the contents of chloride on degraded parts were C and D grade. On the other hand, the half-cell potential values of rebar in degraded concrete were measured with the minor corrosion. Thus, the freeze-thawing action due to deicing water is more influential than the expansion of rebar corrosion by chloride attack. Consequently, the economical repairs of degraded parts is more favorable than the replacement of the degraded parts. Also, it is necessary to inhibit the corrosion of rebar in concrete.

This paper is to investigate experimentally the effect of waste cooking oil on compressive strength and chloride penetration resistance of high volume fly ash and blast furnace slag concrete. According to results, the incorporation of waste cooking oil resulted in an improvement of penetration resistance of chloride.

The results of the durability analysis of chloride attack and analysis of hydration heat, it was found that it was convenient to obtain the service life and minimum crack index of TBC from a wide range of water-binder ratio. However, it was analyzed that the crack index was difficult to obtain.

실내촉진실험과 동시에 현장폭로실험을 병행하였기 때문에 연차별 실험계획에 따라 최근 5년차의 현장실험체 분석을 수행하고 모델을 업그레이드하는 과정에서 모델 검증을 위해 준공된 지 30년 가량된 방조제의 배수갑문콘크리트의 염화물 침투프로파일을 분석하였다. Zhang의 연구결과에서 언급된 표면에 가까운 콘크리트내부 염화물 농도를 기본모델의 표면염화물농도 대신으로 적용하였다. 장기간 노출되는 실험체의 염화물 측정자료 분석에서 확산계수의 변화분석을 통하여 Maage의 제안식을 기본모델에 적용하였다. 이렇게 보완된 수정모델을 통하여 예측된 자료와 현장자료를 비교하고, 임계시점, 즉 보수시점을 도출함으로서 본 연구의 제안모델과 유지보수 시스템이 간만대 염화물 침투프로파일 추정과 적정보수 시점 및 비용 예측에 사용될 수 있음을 보였다.

본 연구는 신간척지에서 적정 완전낙수시기를 구명함으로써 안정적인 수량확보 및 미질향상을 하기 위하여 완전낙수시기를 출수 후 25일부터 50일까지 5일 간격으로 처리하여 신간척지인 새만금 계화포장에서 수행한 내용을 요약하면 다음과 같다. 1. 2010년 출수 후 적산온도는 평년대비 수확기를 기준으로 100℃ 정도 높았고 강수량은 약간 적었다. 2. 평균 주당수수는 16.5개 이었고, 수당입수는 88개 이었다. 3. 출수 후 40~50일 낙수처리가 출수 후 25~35 일 낙수처리보다 등숙비율은 3% 정도 높았고 현미천립중은 0.6 g정도 무거웠다. 4. 쌀수량은 출수 후 25일 낙수 대비 30~35 일 낙수에서는 유의차가 없었고, 40~50일 낙수에서는 7~8% 증수하였다. 5. 완전립비율은 출수 후 35 일 낙수에서 높았고, 단백질 함량은 조기 낙수할수록 낮았다. 6. 토양수분과 토양경도는 고도의 부의상관이 있었고, 완전낙수후 시간이 경과할수록 토양중 EC는 높아졌다. 이상의 결과로 볼 때, 신간척지에서 안정적인 쌀 수량 확보를 위한 적정 완전낙수시기는 출수 후 40~50 일이라고 판단된다.

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.