For the purpose of evaluating the strength of high-strength concrete, the strength of small diameter core was compared with 100, 50, and 30 mm cores. In case of high strength concrete, the smaller the core diameter, the lower the strength was. It is probably due to the disturbance of specimen during coring. Therefore, it is considered that it is difficult to apply in the field.

Recently, serious construction site accidents are increasing. At present, the accident rate of the whole industry is 0.5 ('15), while the accident rate of the construction industry is 0.75 ('15), which is 50% higher than the accident rate of the whole industry. In order to reduce the accident rate of the construction industry to the level of the accident rate of the whole industry, there are various methods such as compliance with specifications, drawing and specification, thorough supervision of management, most importantly, it is necessary to recognize that the safety management of construction work is not the work of the builder only, and that it is the task of all participants of the construction work (contractor, designer, builder, construction management). In addition, it should be based on the institutional part to support that. As a part of this, design for safety was introduced to prevent disasters occurrence in construction work. Design for safety was introduced to prevent disasters occurrence in construction work. In this study, we intend to elaborate domestic and overseas institutions and revitalization plans.

Recently, serious construction site accidents are increasing. At present, the accident rate of the whole industry is 0.5 ('15), while the accident rate of the construction industry is 0.75 ('15), which is 50% higher than the accident rate of the whole industry. In order to reduce the accident rate of the construction industry to the level of the accident rate of the whole industry, there are various methods such as compliance with specifications, drawing and specification, thorough supervision of management, most importantly, it is necessary to recognize that the safety management of construction work is not the work of the builder only, and that it is the task of all participants of the construction work (contractor, designer, builder, construction management). In addition, it should be based on the institutional part to support that. As a part of this, design for safety was introduced to prevent disasters occurrence in construction work. Design for safety was introduced to prevent disasters occurrence in construction work. In this study, we intend to elaborate domestic and overseas institutions and revitalization plans.

「Special Act for the Safety Control of Public Structures」is for the periodical inspection and maintenance on the main structures. It is based on the reactive measures for the found faults and the maintenance budget is allotted with a ceiling. Therefore decision makers cannot establish long-term strategies and connot consider the serviceability from a user's point of view. The infrastructure maintenance system has to be renewed considering for the efficiency in the face to the rapid increase of the rate of deteriorated facilities.

The ultimate aim of this study is producing the plan of the safety and research on the actual condition for facility to prepare a deterioration of the public facility. Through this scientific and methodical research on the actual condition, we can obtain required information for making policy which is used for general maintenance and the result of this study will give us a primary plan.

The purpose of this study is to development inspection, diagnosis and utilizing manual for facilities such as bridges, tunnels, and buildings. For this, firstly, the classification system about inspection and diagnosis equipment was established and that was divided in accordance with the intended use(durability, safety, equipment, environment). based on this, the manual was developed including specification, performance of equipment and using, managing and controling for the inspection and diagnosis work.

The purpose of this study is to suggest standardization solution about non-destructive testing of concrete structures. For this, we analyzed the present condition of non-destructive testing in domestic and based on it, we suggested a draft of standard plan for improvement of reliability and quantitative analysis in the result of non-destructive testing

The purpose of this study is to suggest new improving solution about problems of non-destructive test through the analysis of present status of non-destructive test and report. For this, we analyzed problems of non-destructive test operating into concrete structures and collected data by questionnaire of non-destructive test at the inspection and diagnosis work for the diagnosis company and suggested plans for improvement based on analyzed opinion and result.

교량에서의 바닥판은 통행차량의 쾌적하고 안전한 주행성 확보하는 역할을 가진다. 동시에 교통하중의 충격 등에 의한 마모 및 전단에 저항하여 상부 구조를 보호하거나 빗물 등의 기타 기상작용이나 화학약품 등 상판의 악영향으로부터 바닥판을 보호하는 역할을 한다. 현재 일반국도상 교량은 총6,248개소로서 이를 효과적으로 관리하기 위하여 현재 차량탑재형 GPR시스템의 도입이 검토되고 있다. 본 연구에서는 교량 및 터널 현황조서 및 기타 국토해양부의 자료를 바탕으로 교량의 재령별, 상부구조형식별, 지역별, 경간장별 바닥판 상태평가등급을 분석하였다. 결과적으로 교량 바닥판 조사 우선순위 결정인자로는 바닥판 상태평가등급, 상부구조 형식, 재령, 연장이 주요 인자인 것으로 도출되었다.

Infrastructure safety and maintenance management(ISMM) is one of the most important parts for improving level of people's welfare. The government needs to set up their own improvement strategy for ISMM system. This study was initiated to suggest the strategy to improve ISMM system with long term perspective. In order to investigate the current status and problems of ISMM system, this study reviewed various literature related to the issues of the foreign ISMM systems and conducted the interview with ISMM experts. The strategy would be expected greatly to improve the safety and maintenance management system for domestic infrastructure.

The purpose of this study is to build data base showing new basis about diagnosis equipment through the analysis of diagnosis equipment and establishes a system of classification for efficient management of it. To grasp present state of diagnosis equipment, we collected data by the questionnaire diagnosis company and in order to establish classification system of diagnosis equipment two kinds of classification system are suggested.

우리나라 지반공학 기술의 발달로 지반굴착 공사가 대규모로 수행되고 있으나, 최근 지반굴착시 공사현장 또는 인접구조물⋅시설물에 직,간접적인 피해를 유발하는 사고가 빈번히 발생하고 있다. 특히 도심지의 지하터널, 도시철도 역사, 대규모 상업시설, 초고층 빌딩의 기초 공사, 대규모 단지의 재개발 등 인접한 곳에 주거시설이나 상업시설이 밀집해 있는 곳에서의 지반굴착 사고가 빈번히 발생하고 있어 경제적인 손실 뿐 아니라 인명피해가 발생하여 사회적인 비용이 급속히 증가하고 있는 실정이다. 따라서 빈번히 발생하는 흙막이 굴착관련 사고를 방지하기 위해서는 여러 유형의 붕괴사고의 원인에 대한 분석이 필요하다. 본 고에서는 최근 발생한 흙막이 굴착공사로 인한 다수의 사고 및 인접시설물에 영향을 끼친 사례를 수집, 분석을 수행하여 사고발생 원인에 대하여 고찰과 개선방안을 제안하였다.

본 연구는 중요한 사회기반시설물인 도로교량의 상태등급에 영향을 미치는 요인을 분석하였다. 이항로짓모형을 이용하여 공공관리주체가 관리하는 1․2종 도로교량의 최근등급과 6년간의 등급변화에 영향을 미치는 결정요인을 실증적으로 파악하였다. 분석한 결과, 등급에 가장 크게 영향을 미치는 것은 시설물의 재원특성이 아니라 관리특성으로 나타났다. 그리고 시간이 경과할수록 관리특성 차에 의한 등급차가 커질 가능성이 있는 것으로 분석되었다. 그리고 C․D일 때 등급이 개선․유지 될 가능성이 높고 A․B등급은 상대적으로 악화 비중이 높게 나타났다. A․B등급 90%라는 기본계획의 목표를 달성하기 위해서는 B등급의 C등급으로의 악화 비중을 낮추는 방안도 함께 고려하는 것이 도움이 될 것으로 판단된다. 그러나 본 연구는 분석자료의 한계를 내포하고 있으며 이를 보완하기 위해서는 여러 기관에 산재되어 있는 시설물 DB들을 통합하는 작업이 필수적으로 이루어져야 할 것이다.