• 지구물리와물리탐사
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• 제21권4호
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• pp.262-272
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• 2018

폐광지역 채굴적의 지반침하 징후를 분석하기 위해 지중변위의 발생에 따른 미소진동을 모니터링하기 위한 시스템이 일부 광산지역에서 운영되고 있다. 이러한 미소진동을 모니터링하기 위한 시스템은 크게 3성분 수진기, 데이터 로거 및 분석 프로그램으로 구성된다. 이 중 분석프로그램은 기존 P파 초동을 이용한 미소진동 발생 위치분석만을 수행하였으나 프로그램의 업그레이드를 통해 PS시를 이용한 위치분석이 가능해졌다. 또한 현장의 고유계수 및 파형분석을 통해 미소진동의 규모를 계산할 수 있는 기능이 추가되었다. 그리고 미소진동 분석 결과를 현장 사진과 중첩하는 기능을 추가하여 시각적으로 미소진동 발생위치를 확인 가능하도록 하였다.

• 한국산업보건학회지
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• 제15권3호
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• pp.192-201
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• 2005

The Korean government had introduced the industrial safety & hygiene consultant(ISHC) system to improve worksite health and safety level by providing specialized industrial safety & hygiene(S&H) services in 1996. Despite of initial hopeful expectation it has been said that this plan might fail to settled down and maintain its purpose. This study was designed to investigate operational issues and problems concerning the ISHC system, that would direct the way of change and future role. Questionnaire were sent to ISHC, professional engineer, agencies for occupational injury prevention, S&H specialist in the corporation nationwide and totally 256 people responded to in having 62.7% of response rate. The result of this study were as follows; 1. One hundred and forty two cases of safety assessment and 27 cases of process safety reports were the six years' results since 1996 the ISHC program had first been introduced. This results showed that injury prevention activities of ISHC had been stagnant. 2. The 78.8% of respondents had negative opinion about injury prevention activities of ISHC program. 3. The operational problems of ISHC were lack of understanding of company about ISHC, low systematization of work items, duty overlapping with agencies for occupational injury prevention, low support by government. in order. 4. It was suggested that abolition of ISHC and promotion of professional engineer system should be considered. 5. To promote professional engineer system it was suggested that the professional engineer could conduct consulting service and ISHC should be integrated with the expert system.

• 한국보건간호학회:학술대회논문집
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• 한국보건간호학회 2006년도 제2차 연합학술대회
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• pp.44-53
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• 2006

• 한국보건간호학회:학술대회논문집
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• 한국보건간호학회 2006년도 제2차 연합학술대회
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• pp.54-65
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• 2006

• 한국보건간호학회:학술대회논문집
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• 한국보건간호학회 2006년도 제2차 연합학술대회
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• pp.66-105
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• 2006

• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2003년도 유체기계 연구개발 발표회 논문집
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• pp.284-306
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• 2003

• 한국터널지하공간학회 논문집
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• 제23권6호
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• pp.559-575
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• 2021

최근지반굴착 공사의 증가로 인해 지반침하사고 발생 가능성은 점점 높아지고 있지만, 지하안전관리에 관한 특별법 제정 등 제도적인 강화에도 불구하고 지반침하사고를 근본적으로 예방하는 것은 매우 어려운 실정이다. 도심지 지반굴착의 여러 사례를 살펴보면, 굴착 전에 다양한 정보를 활용해 예측했던 지반침하 거동특성은 시공 중에 확인된 결과와 무시할 수 없을 정도의 차이를 보이고 있다. 이러한 원인은 지반조건의 변화, 지반침하 예측방법의 한계, 설계와 착공 시기의 계절적인 차이, 현장여건을 고려한 공법의 변경 및 기타 다양한 사유에 의한 장기간의 공사 중지 등의 현장 여건 변경이 주요 원인으로 고려될 수 있다. 이에 대응하기 위한 방안으로, 다양한 시공정보를 통한 안전관리시스템 도입을 예를 들 수 있으나 아직까지는 굴착으로 인한 영향 및 위험도를 예측할 수 있는 시스템은 부재한 실정이다. 본 연구에서는 도심지 굴착사업의 설계·시공에 있어서 지반침하와 주변 구조물에 미치는 굴착 영향도를 사전에 예측하고 위험도 평가를 할 수 있는 시스템을 개발하였으며, 과거에 획득된 현장계측 데이터를 통해 현재 및 장래 지하수위와 침하량 등을 예측할 수 있는 시계열 분석기법과 지반공학 데이터 시각화(Geotechnical Data Visualization, GDV) 기술을 적용하였다. 본 연구에서 개발된 웹기반 평가시스템을 통해 과거에 획득된 데이터를 이용하여 현재 및 장래 지하수위 변화 및 침하량 예측 등 굴착으로 인한 위험도 예측 및 관리가 가능할 것으로 기대된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.669-680
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• 2005

It is very difficult to determine the failure block scale in great rock slopes. Especially, postulating entire slope domain as a failure block without attention to discontinuity trace lenth makes very confuse and difficult to design rock slopes. In this paper, we estimate realistic failure block scale using joint system simulation method and introduce the application procedures on rock slope analysis. Besides, presenting how joint characteristics measurement and statistical analysis results are applicated to slope stability analysis design flow.

• Asia pacific journal of information systems
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• 제25권3호
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• pp.445-472
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• 2015

Although knowledge transfer between two different parties occurs in IS development projects, the majority of prior studies focused on knowledge transfer from IT consultants to clients. Considering two parts of knowledge transfer in IS development projects, we must consider both 'where knowledge is transferred from' and 'where it is transferred to'. Therefore, in this study, we attempt to describe two different routes of knowledge transfer, such as knowledge transfer from an IT consultant to a client and knowledge transfer from a client to an IT consultant. In this regard, we have examined the effect of two different routes of knowledge transfer on system implementation success in IS development project. Specifically, we adopted the knowledge stock-flow theory to examine the causal relationship between IT consulting firms and clients in terms of knowledge transfer and eventual system implementation success. Survey data collected from 213 pairs of individuals (both clients and IT consultants) were used to test the model using three different analytic approaches such as PLS (partial least squares) and two types of mediated regression techniques. We found that knowledge transfers partially mediated both the relationships between IT consultants' IT skills (project members' business knowledge) and system implementation success. Furthermore, the effects of each knowledge transfer were distinguished by depending on the types of system, such as ERP or groupware. Our attempts have significant implications for both research and practice given the importance of effective knowledge transfer to IT consulting.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.113-120
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• 2005

Soil nailing system can be mentioned to a method of supporting as the shear strength of in-situ soils is increased by passive inclusions. In the general soil nailing system, facing walls are used in two kind of a lattice concrete block or a cast in placed concrete wall. A case of lattice concrete blocks is used in slow slopes greater than 1:0.7. Also, a case of a cast in placed concrete wall is used in steep slopes less than 1:0.5. The cast in placed concrete walls are constructed to 30cm thick together with a shotcrete facing. In this study, the assembling soil nailing method as a new soil nailing system is proposed. This method is constructed assembly using precast concrete panels. Therefore ability of the construction and quality of the facings can be modified than a usual soil nailing system. Also, this method can be obtained the effects that a global slope stability increase, as precast concrete panels is put on cutting face after excavating a slope.