• 한국보건교육건강증진학회:학술대회논문집
• /
• 한국보건교육건강증진학회 2007년도 춘계학술대회 자료집
• /
• pp.243-245
• /
• 2007

• 고무기술
• /
• 제19권3_4호
• /
• pp.83-93
• /
• 2018

• 한국방사성폐기물학회:학술대회논문집
• /
• 한국방사성폐기물학회 2011년도 추계학술논문요약집
• /
• pp.273-274
• /
• 2011

• 농약과학회지
• /
• 제11권4호
• /
• pp.281-288
• /
• 2007

본 연구는 우리나라 과원에서 농작업자 농약노출량의 산정방법을 제안하기 위하여 수행되었다. 우리나라 농작업자의 농약 노출량을 산정하기 위한 벤치마킹 모델로써 UK-POEM을 제안하였다. 그러나 이 모델은 영국에서 자국의 농작업자에 대한 농약 노출량을 산정하기 위한 모델이므로 우리나라 농작업자의 농약노출량 산정에 직접이용 하기에는 1일 농약살포 기기 및 면적, 살포시간, 살포물량 등에서 많은 차이점이 있다. 따라서 우리나라 과수농업의 현실을 반영하기 위하여 UK-POEM의 구동방법을 분석하곤 우리나라 과원의 농약 살포기기, 1일 농약살포 시간, 1일 농약살포 면적, ha당 농약살포 물량 등을 204농가 4351 농약사용 건수에 대하여 조사하였다. 과원에 농약 살포를 위하여 사용되는 살포기기를 분석한 결과 SS기(speed sprayer)가 64.9%이었고, 동력분무기(Motor sprayer)가 33.9% 사용되는 것으로 조사되었다. 또한 1일 농약살포시간을 조사한 결과 SS기, 동력살포기 모두 4시간 이상 작업하는 농가가 가장 많았고, 1일 농약 살포 면적은 SS기의 사용 시 4 ha를 작업하는 농가가 95%이었으며, 동력분무기를 이용하는 농가는 하루 1 ha를 처리하는 것으로 나타났다. 이러한 조사 결과를 바탕으로 UK-POEM을 근간으로 한 우리나라 실정에 맞는 노출시나리오를 작성하였다. SS기의 경우 약제의 살포방법 면에서 유사한 UK-POEM의 "Tractor-mounted/trailed broadcast air-assist sprayer: 500 L/ha"에 1일 작업면적 4 ha, 1일 농약살포 시간 6시간, 피부흡수율 10%를 대입할 것을 제안하였다. 동력분무기의 경우 UK-POEM의 "hand-held rotary atomizer equipment(2.5 L tank). Outdoor, high level target" 시나리오의 내용을 조금 변형한 400 L tank에 대한 시나리오를 작성하여 살포액의 조제시 노출량을 계산할 것과 1일 작업면적 1 ha, 1일 농약살포 시간 6시간, 피부흡수율 10%를 대입할 것을 제안하였다.

• 천문학회보
• /
• 제33권2호
• /
• pp.72.1-72.1
• /
• 2008

• 무역학회지
• /
• 제45권3호
• /
• pp.133-146
• /
• 2020

In the UK's the insurance law 2015, a remedy for breach of warranty in marine insurance was introduced. Also, if the insured proves that breach of warranty in marine insurance does not affect damages, the insurer pays the insurance money to the insured. The UK's marine insurance law has served as the governing law that has been the standard for the marine insurance industry for a long time. Korea and China were heavily influenced by the UK maritime insurance law. Therefore, this study analyzed the cases of breach of warranty in marine insurance in Korea and China. Through this, the insurer avoid the insurance contract for an accident that occurred after the breach of warranty. this result will be different under the new revised insurance law system. With the revision to The Insurance Act 2015, one of the biggest change in the insurance system is that it is possible to remedy of the violations of warranty. However, such a revision of the law requires considerable attention as it also changes the interpretation and judgment of the courts. Accordingly, a practical response of the insurance industry is required. It is necessary to prepare for possible disputes in practice.

• 무역상무연구
• /
• 제61권
• /
• pp.139-163
• /
• 2014

Recently with making of 'The Consumer Insurance (Disclosure and Representations) Act 2012(hereunder CIA)', the UK revised the duty of disclosure especially with the consumer insurance contract. According to the CIA, if the misrepresentation was careless, the insurer may have the three options based upon what the insurer would have done had the consumer taken care to answer the question accurately; a compensatory remedy, avoidance of the insurance contract or, amendment of the contract. I realized that the establishment of CIA has been exposed to pro-actively relieve the breach of Warranty and Disclosure, Representations as far as required by the Global Insurance market. It was found that it is expected to bring significant changes in UK Insurance Act system of the 21st century, and prepares competition from neighboring countries. On the other hand, in the common law system, countries under MIA(1906) are trying to address the breach of warranty and Disclosure, Representations, except the UK cannot completely adhere with a positive attitude.

• 국제학술발표논문집
• /
• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
• /
• pp.350-356
• /
• 2011

Early neutral evaluation (ENE) is a fairly recent form of alternative dispute resolution procedure used in the construction industry. In the UK, ENE is usually carried out on an entirely without prejudice basis, however the parties may agree that any or part of it may be referred to at trial or any subsequent hearing. The early neutral evaluation consists of a preliminary assessment of the issues in dispute for use as a basis for negotiations which may result in a settlement of the dispute. An independent person is appointed by the parties who reviews the case and provides an opinion, in written form and in some detail, with reasons on the merits of the matters in dispute. The opinion is non-binding but provides the parties with what in the opinion of the independent person a formal tribunal may decide whether a court or an arbitrator, if the dispute is not resolved. However, ENE has yet to take off in the construction industry in the UK. This paper will explain this procedure and explore the use of it in the UK and internationally, considering the benefits and drawbacks of its use. It will consider whether or not it is more effective than other early resolution forms such as mediation and adjudication. It will argue and conclude that it is a very useful cost effective procedure, particularly in the resolution of complex disputes, whether local or international.

• 국제학술발표논문집
• /
• The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
• /
• pp.614-620
• /
• 2011

Delays in completing construction projects have significant financial and social impact to all parties involved in the construction process and in particular in developing countries. This is very evident in most construction projects in Libya and in both public and private sectors. The research study was initiated by Libyan Government and the main aim of the project is to develop a new strategy in reducing the impact of delay factors. In order to achieve this, a number of objectives have been set-to conduct a comprehensive literature survey, to conduct a comparative study of the delay factors in project completion in both Libya and UK using semi structured questionnaire and finally, to identify and analyse the causes of delay and ranked them using frequency of occurrence and severity. The critical causes of delay for construction projects were quite different between Libya and UK. For the former, the most critical causes of delay in Libyan construction industry were low skills of manpower, changes in the scope of the project, slowness in giving instruction and poor qualification of consultant, while for the latter they were financial problems, bad weather conditions on the job site and change in the scope of project. Statistical experiments including Paired Samples T-Test, was run to test the significance of the survey data in both countries Libya and UK. The statistical results confirmed the collected data from the survey were significant.

• Wind and Structures
• /
• 제10권6호
• /
• pp.495-510
• /
• 2007

Wind pressure data have been collected on the tiled roof of a full-scale test house at Silsoe in the UK. The tiled roof was of conventional UK construction with a batten-space and bitumen-felt underlay beneath the interlocking concrete tiles. Pressures were monitored on the outer surface of selected tiles, at several locations within the batten-space, and beneath the underlay. Data were collected both with and without ventilator tiles installed on the roof. Little information appears to exist on the share of wind load between tiles and underlays which creates uncertainty in the design of both components. The present study has found that for the critical design case of maximum uplifts it would be appropriate to assign 85% of the net roof load to the tiles and 15% to the underlay when an internal pressure coefficient of -0.3 is used, and to assign 60% to the tiles and 50% to the underlay when an internal pressure coefficient of +0.2 is assumed (an element of design conservatism is inherent in the apparent 110% net loading indicated by the latter pair of percentage values). These findings indicate that compared with loads implied by BS 6399-2, UK design loads for underlay are currently conservative by 25% whilst tile loads are unconservative by around 20% in ridge and general regions and by around 45% in edge regions on average over roof slopes of $15^{\circ}-60^{\circ}$.