• Journal of Korean Society of Disaster and Security
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• v.5 no.1
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• pp.7-12
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• 2012

This study analyzed appropriate equipment combination for emergency recovery after flood disasters and proposed an alternative approach for economic and rapid emergency recovery based on the utilization of human resources who have practical experience in construction business and in equipment operation. The current countermeasures and response to flood disaster including emergency procedures and methodologies are investigated and related legal framework was also analyzed. Currently, some emergency recovery works are over payed and delayed due to unclear and inefficient processes on equipment and human resources mobilization during and after flood disasters, particularly in local governments. Best practices in mobilizing equipment and human resources were compiled, theoretical foundation was investigated and analyzed, and improved emergency recovery schemes were proposed for effective flood disaster countermeasures in local government. Prioritization in equipment and human resources mobilization was also proposed considering equipment transportation distance and accessability to disaster sites. This study also proposed improved ways to utilize experts in local areas in supporting community emergency response volunteers for disaster risk management.

• 한국공간정보시스템학회:학술대회논문집
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• 2004.12a
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• pp.39-44
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• 2004

우리나라는 매년 수천억에서 수조원에 이르는 수해피해가 발생하고 있다. 특히, 국가 교통의 중추인 도로 수해로 인한 사회 경제적 손실이 매우 큰 실정이다. 간선도로에서의 수해발생시 최단시간 내에 수해 위치와 피해 현황 등을 파악하고 이에 대한 응급복구 및 관리가 필요하고, 수해발생 특성상 전국적으로 산재하여 나타나는 피해 지역에 대한 현황을 효과적으로 파악할 수 있는 시스템이 필요하나 아직까지 이러한 시스템은 지원되지 못하고 있다. 이에 본 연구에서는 기존에 각 지역별로 이루어진 문서기반의 수해복구 관리에서 벗어나 웹 GIS 및 모바일 기술을 이용하여 전국 간선도로망의 수해피해 및 복구현황을 총괄 관리할 수 있는 시스템을 개발하고자 하였다. 이를 위해 첫째, 국내 간선도로 수해관련 현황조사 및 도로재해 관련 국외 현황 분석을 실시하고, 수해복구 업무분석을 통해 문제점을 파악하였다. 둘째, 수해복구업무를 담당하고 있는 국도유지관리사무소의 방문조사 및 업무분석을 통해 수해현장 지원을 위한 Mobile 지원시스템 구축 방안을 도출하고, 전국적인 도로수해관리를 위한 Web기반 관리시스템 구축 방안을 제시하였다. 셋째, 업무분석 결과에 대해 정형화 표준화하여 수해복구업무 표준안을 제시하고, Mobile 지워 시스템 및 Web 관제 시스템을 시범 구축하였다.

• 월간 기계설비
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• s.299
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• pp.82-86
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• 2015

가스사고 발생 시 소방서 및 한국가스안전공사가 응급대처를 하고 있다. 그러나 가스시설을 시공한 가스 시공업계는 가스설비에 대하여 기술적으로 잘 알고 있기 때문에 유관기관과의 적극적인 협조 속에 가스사고 재해복구 및 가스 설비의 응급조치를 신속히 한다면 제2차 사고를 예방할 수 있다. 이에 정부가 국가적 재난과 재해예방 활동에 적극적인 참여를 요청함에 따라 대한기계설비건설협회는 지역사회 봉사활동에 적극 참여하여 협회 홍보는 물론 위상강화에 기여코자 지난 5월 22일 가스 재난 재해예방 복구반 소운영위원회를 전국 시 도회에 설치했다.

• Magazine of the Korean Society of Hazard Mitigation
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• v.9 no.3
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• pp.34-40
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• 2009

• 어항어장
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• s.89
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• pp.35-40
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• 2010

뉴젠어항의 배후 취락인 아시자키(芦崎)지구는 호안 제방을 넘은 파도가 취락내로 흘러들어와 사상자 16명, 주택의 전반파 11동, 침수 117동 등 큰 피해를 일으켰다. 뉴젠어항 해안에는 재해를 입은 해안 보전시설의 배후취락 피해도 심각하여 원형복구가 아닌 재해발생 파랑을 고려하여 설계파를 재검토, 필요 최소한도의 복구공사를 실시하게 되었다.

• The Journal of Society for e-Business Studies
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• v.20 no.2
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• pp.15-26
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• 2015

To prevent the spread of damage, initial reaction and emergency repair are important. But up to now they depend on some guidelines and man power owing to the lack of technical support. In this paper, we described the development process of several electronic documents and information management system of them to rapidly acquire and share damage information of the infrastructure. The damage information, which is acquired by the computer and smart phone, is transformed to the electronic documents and connected to data management system through the damage information acquisition network. These systems could readily be used for preparing a countermeasure of the disaster and disaster recovery.

• Journal of the Korean Society for Library and Information Science
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• v.40 no.4
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• pp.85-110
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• 2006

Recently, there have been a number of news reports on natural disasters, like earthquakes. typhoons, floods and tsunami, all over the world. Korea does not seem to be safe from such disasters or terror threats. As places with high numbers of visitors. libraries need to take preventive measures to be prepared for such disasters and threats. This paper analyzes the current status of emergency measures adopted by 75 public libraries in Seoul. Daejeon and Jeonbuk in Korea. For each library surveyed. the causes of and ways to recover from disasters were reviewed and detailed analyses were carried out in low areas: Implementation of preventive measures disaster management and equipment, status of human resources and assignment of people to disaster recovery, safety courses offered to library users and training methods. In addition, each area was analyzed in regard to possible solutions and ideas for improvement, as well as suggestions to upgrade disaster recovery systems in the future.

• The Journal of the Korea Contents Association
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• v.16 no.11
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• pp.72-82
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• 2016

Various studies have been done in medical service area but they have just focused on the examination of the relationships between cause and effect variables. This study, thus, empirically analyzed qualitative data regarding medical service problems using word cloud technique. The major results of the paper are as follows. The data reveal ten sources in medical service - forced treatment, excess inspection, misdiagnosis, carelessness, inexperienced service, waiting for emergency, reservation problem, unkindness, process problem, and inconvenience. Major words in the category of irrecoverable service failure are misdiagnosis, careless treatment, and inexperienced service whereas those in recoverable service failure are unkind attitude and negative experience in reservation system. Those who experienced a medical service problem are usually engaged in a public act and they make public protests and legal action against very severe problems. The conclusion of this study also suggests a summary, implication, and agenda of the research.

• Journal of the Korean GEO-environmental Society
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• v.11 no.8
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• pp.83-93
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• 2010

The purpose of this study is to present emergency rehabilitation, cause and the countermeasure of reinforcement about reinforced retaining wall and the slope collapse of the phyllite ground. The study area is broken easily because this area has rock mass discontinuity such as stratification, foliation, joint and fold. And this area consists of the ground where it happens easily to the failure of structure like reinforced retaining wall because of the phyllite ground sensitive to weathering. Counterweight fill in front of reinforced retaining wall was performed as emergency rehabilitation about displacement of reinforced retaining wall and the failure at the rear of slope on phyllite ground. After that, additional displacement didn't occur. Boring and geophysical exploration were launched to present emergency rehabilitation and develop the long-term method of reinforcement. This could grasp anticipated range of the failure section and identify internal and external factors of the cause of the slope collapse. Several methods of reinforcement were suggested by conducting the numerical analysis. When conducting design and construction of major structures at the ground which has complex discontinuities, the precise site investigation should be conducted. During construction, immediate action for over-displacement should be taken by performing the periodic measurement.

• The Journal of Engineering Geology
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• v.25 no.1
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• pp.115-129
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• 2015

The cut-slope of a large-sectional tunnel portal is recognized as a potential area of weakness due to unstable stress distribution and possible permanent displacement. This paper presents a case study of a slope failure and remediation for a large-scale cut-slope at a tunnel portal. Extensive rock-slope brittle failure occurred along discontinuities in the rock mass after 46 mm of rainfall, which caused instability of the upper part of the cut-slope. Based on a geological survey and face mapping, the reason for failure is believed to be the presence of thin clay fill in discontinuities in the weathered rock mass and consequent saturationinduced joint weakening. The granite-gneiss rock mass has a high content of alkali-feldspar, indicating a vulnerability to weathering. Immediately before the slope failure, a sharp increase in displacement rate was indicated by settlement-time histories, and this observation can contribute to the safety management criteria for slope stability. In this case study, emergency remediation was performed to prevent further hazard and to facilitate reconstruction, and counterweight fill and concrete filling of voids were successfully applied. For ultimate remediation, the grid anchor-blocks were used for slope stabilization, and additional rock bolts and grouting were applied inside the tunnel. Limit-equilibrium slope stability analysis and analyses of strereographic projections confirmed the instability of the original slope and the effectiveness of reinforcing methods. After the application of reinforcing measures, instrumental monitoring indicated that the slope and the tunnel remained stable. This case study is expected to serve as a valuable reference for similar engineering cases of large-sectional slope stability.