• 한국지반공학회논문집
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• 제23권4호
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• pp.169-183
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• 2007

쇄석다짐말뚝으로 보강된 연약지반 상 기초지반의 침하특성과 하중분담효과를 구명하기 위하여 말뚝과 지반의 경계면 조건, 치환율, 형상비 및 상재하중 등을 고려하여 말뚝의 입력물성치 산정을 위한 현장재하시험과 수치해석을 수행하였고 본 연구의 해석결과와 비교, 검증하기 위하여 현장원형(prototype)시험을 진행 중에 있다. 아울러 기존의 SCP에 대한 탄성 하중전이 이론을 보정하여 수정식을 제안하였다. 해석결과 연성기초에 설치된 쇄석다짐말뚝의 경우 강성기초와는 다르게 경계면 조건에 따라 크게 영향을 받으며 침하특성은 자유변형률(free strain)로 인하여 말뚝은 감소하고 주변지반은 증가하는 경향을 보였으며 응력집중비는 말뚝 하부로 내려감에 따라 증가하였다. 또한 치환율과 형상비 증가에 따라 최대 응력집중비가 증가하나 어느 한계 이상에서는 수렴되었고 고치환율과 긴 말뚝에서는 상재하중 증가에 따른 영향을 크게 받는 것으로 나타났다.

• 한국수산과학회지
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• 제37권2호
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• pp.98-104
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• 2004

Early development and metamorphosis of the ascidian (Halocynthia hilgendorfi ritteri) were investigated from fertilized egg. The samples were collected in the coastal waters of Yongdam, northwest of Jeju Island in November 2002. H. hilgendorfi ritteri was solitary ascidian and produced spheral eggs with egg size ranging from $0.33\pm0.01\;mm.$ On the outer surface of the vitelline coat are attached many follicle cells. At $21.0\pm0.5^{\circ}C$ of water temperature, first cleavage took place in about 1.5 hrs after fertilization, and gastrulation followed in about 12.5 hrs. The formation of tailbud embryos and free swimming larvae were observed 13.3 hrs and 20.5 hrs after fertilization, respectively. The size of newly hatched tadpole larva was 1.30-1.45 mm, the larva swam for 2 hrs to 14 hrs. At 4 hrs after hatching, the palpi were lost and tail absorption began with an abrupt rupture of the anterior end of the notochord. At 17-18 hrs after hatching, tail completely absorption and remained trunk. The coniform adhesive papilla began protrusion at 30 hrs after hatching. The oral and atrial siphon formed at 6-7 days after settlement. At 17-18 days after settlement, metamorphosed the larvae developed into protoascidian of which the external morphology was similar to their adult.

• Geomechanics and Engineering
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• 제36권6호
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• pp.545-561
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• 2024

Piled raft foundation has become widely used in the recent years because it can increase bearing capacity of foundation with control settlement. The design for a piled raft in terms vertical load and lateral load need to understands contribution load behavior to raft and pile in piled raft foundation system. The load-bearing behavior of the piled raft, especially concerning lateral loads, is highly complex and challenge to analyze. The complex mechanism of piled rafts can be clarified by using three dimensional (3-D) Finite Element Method (FEM). Therefore, this paper focuses on free-standing head pile group, on-ground piled raft, and embedded raft for the piled raft foundation systems. The lateral resistant of piled raft foundation was investigated in terms of relationship between vertical load, lateral load and displacement, as well as the lateral load sharing of the raft. The results show that both vertical load and raft position significantly impact the lateral load capacity of the piled raft, especially when the vertical load increases and the raft embeds into the soil. On the same condition of vertical settlement and lateral displacement, piled raft experiences a substantial demonstrates a higher capacity for lateral load sharing compared to the on-ground raft. Ultimately, regarding design considerations, the piled raft can reliably support lateral loads while exhibiting behavior within the elastic range, in which it is safe to use.

• 대한토목학회논문집
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• 제31권1D호
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• pp.51-63
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• 2011

현재 유료도로인 창원터널은 출 퇴근 시간대에 지 정체 현상이 상습적으로 일어나 교통혼잡비용을 가중시키고, 이용차량들의 불만이 날로 증대되고 있는 실정이며, 무료화에 위한 많은 민원들이 요구되어 왔으나, 유료도로인 창원터널의 조기 무료화 도입이 민원의 해소는 가능하나 제2창원터널의 개통없이는 용량 초과에 따른 지체가 더욱더 가중될 것으로 보여 근본적인 해결방안이 될 수 없음이 기정사실화 되고 있다. 따라서 본 논문에서는 용량 초과된 터널구간의 지정체가 더욱 더 심화되지 않도록 교통시설 개선과 교통수요 관리 등으로 개선 방안을 제시하는 것이 바람직하며, 유료도로의 조기 무료화는 대안별 시뮬레이션 분석 및 교통혼잡비용 추정 결과에 따른 객관적인 분석을 통해 이루어져야 하며, 건설소요 상환금을 조기 해결하고 유지 관리를 위한 최소한의 경비 확보가 우선시되어야 하므로 통행료에 따른 수익자 부담의 원칙을 준수하는 것이 불특정다수의 피해를 최소화할 수 있어 유료도로의 조기 무료화에 따른 실익을 신중하게 추진하는 것에 그 목적이 있다.

• 한국콘텐츠학회논문지
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• 제13권12호
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• pp.702-714
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• 2013

한중일은 새로운 경제성장을 위한 고민과 더불어 외자를 유치함에 있어 새로운 도전과 어려움에 직면해 있다. 향후 한중일 FTA는 3국간의 투자를 더욱 촉진 할 것으로 기대되고 있다. 이 논문은 한중일 3국간의 투자에 관한 법적체계와 제약요소 및 투자규칙에 관한 연구를 하였다. 3국간의 무역경제 관계와 투자흐름을 검토하고, 이를 배경으로 3국의 외국투자에 관한 법적체계 및 투자규칙에 관한 검토를 통하여 상대국에 있어서 투자에 관한 주요한 제약이 무엇인지, 향후 한중일 FTA는 3국간의 투자를 더욱 촉진하기 위해서는 한중일 FTA 투자 장(章)에 포함해야 할 것이 무엇인지를 제시하고자 하였다. 한중일 FTA는 3방향의 투자 흐름을 원활화하고 3국간에 투자자와 투자보호를 강화하기위한 효과적인 수단이 될 것이다. 이 점에서 향후 한중일 FTA 투자 장은 내국민 대우, 최혜국대우, 특정조치의 이행요구의 금지 및 경영진이나 이사회의 국적 요건, 자금의 이전, 세이프가드 조치, 수용 및 보상, 손실에 대한 보상, 공정 형평 대우, 투자자 대 국가의 분쟁 해결 및 3국 간 합의 된 다른 요소를 포함해야한다.

• Journal of Dairy Science and Biotechnology
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• 제14권1호
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• pp.43-56
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• 1996

The world dairy industry has been driving their dairy policy on the basis of the self-supportihg principle. With progressing the GATT negotiation, the objective production amount has been reduced to maintain the optimum level, which decreasing the extra supply and over-stock before the U.R talks. The Oceania countries, where has the price competition capability, are continually increasing the milk production amount. Even through the USA is trying to increase their production amount with new export policy, the U.S.S.R collapse-down caused to decrease the milk production in world-wide basis. Because the U.S.S.R produced the highest amount of milk in the world. Moreover Europe Union countries, which recorded the half amount of dairy products in the world was decreasing their milk production. Therefore, about 4% of shortage is encountering at major dairy production countries in the standpoint of supply and demand. The drastic increasement of foreign dairy product import affects the domestic dairy industry with raw milk replacement and new dairy food demands creation since 1995, the initial period of free import system. Now, the domestic dairy industry are facing the inevitable problems such as the correction of producting and processing system. First of all, our dairy industry should resettle down the dairy production structure on the basis of self-supply of raw milk and offer the accurate dairy food informations. We still need to improve the raw milk quality. Also, more efforts are needed to have proper raw milk price policy. General domestic policies including the settlement of raw milk supply and demand, the reliability of inspection system in raw milk, ideal raw milk price system, centralization of raw milk collection, specially separated dairy organization should be improved legally in our dairy industry.

• 한국지반공학회논문집
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• 제19권4호
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• pp.223-233
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• 2003

모래다짐말뚝(SCP)공법은 느슨한 모래지반이나 연약한 점성토지반을 압밀촉진시키고 지지력을 강화하여 지반을 개량할 목적으로 적용되는 개량공법이다. 본 연구에서는 현장상태와 유사한 연성변형(free strain) 상태로 변형이 일어날 때 모래말뚝과 지반의 상호작용을 분석하기 위하여 모형토조실험 및 3-D유한요소해석을 실시하였다. 그 결과, 치환율이 증가함에 따라 하부의 응력분담비가 증가하고 침하량 및 모래말뚝 - 지반의 상대변위는 감소하였으며 특히 지표면 침하량이 크게 감소하였다. 3-D 유한요소해석의 경우 모래말뚝 - 지반 접촉면에서 상대변위가 발생하며 치환율의 증가에 따라서 접촉면의 상대변위는 감소하는 경향을 나타내었다. 이상의 결과를 바탕으로 응력전이 메커니즘에 대한 분석을 수행하였으며 그 결과, 상대변위가 발생하지 않는다는 가정하에 제안된 모래말뚝 주면의 응력전이 이론식은 유한요소해석결과와 비교를 통하여 상대변위가 없는 경우는 물론 상대변위가 비교적 작은 5mm 정도까지도 적용 가능함을 알 수 있었다.

• 한국실내디자인학회논문집
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• 제23권3호
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• pp.83-91
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• 2014

As a applied art, Architecture is a synthetic art for dwelling and settlement. It has started with the origin of the human. and Artistical-technological indicator, include not only materiality but also immateriality such as history and society. After 20C, various categories of thinking is a undergoing rapid change. especially, beginning in 1900, The intrinsic value of "Fine Art" had lost their competitive power in the face of industrial revolution's mass production. and it has been displaced by a "new concept", such as a conveyance of meaning or rational way of thinking. This change means free from the tradition and custom of a past. for that reasons, Due to the nature of applied art, it always include design symbolism and designer's thinking is mainly processed in their own system of thinking. Symbolism for the art was distinguished from a general concept by the connotative meaning that called "the dual image". Therefore, at the start, this study will define about design and symbolism with a architecture as a applied art. then, Analysis the expression tendency of the contemporary architecture and modification. as a result, It aim to systematize mapping process and suggest the classification of various visual cue.

• 대한물리치료과학회지
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• 제16권2호
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• pp.45-55
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• 2009

Background: This thesis aims at suggesting the direction for the introduction of public free treatment support system according to the establishment of [Special Education Law] and the right settlement of therapeutic support service. Method: It introduced the characteristics and the contents of school based PT & OT, diagnosis and evaluation, and operation method. It set up question items and presented intervention plan, and substantial intervention, beginning from the request of whole process. The diagnostic evaluation was described from 4 aspects, which are consideration matters in the time of document drawing and diagnostic evaluation, chiefly centering around SOAP. The flow of overall treatment support service, the allocation of 16 handicapped children for 1 therapist, and the weekly treatment frequency according to the treatment support location and environment were suggested in the concrete operation method. Result: The concrete method should be explored in order to provide handicapped students with requisite services, which are offered by various experts in the amended 'Special Education Law'. In addition, work condition and social welfare, which are equal to school teachers, should be provided for all experts. Conclusion: Along with these things, special education support center should establish the road-map for the education rehabilitation of the handicapped children from the evaluation of early diagnosis of the handicapped children to treatment support and lifelong education.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.65-70
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• 2005

In this study, the large scale model tests were executed to estimate the Load Sharing Ratio(LSR) of raft in a piled footing under various conditions. The conditions such as the subsoil type, pile length, pile spacing, array type and pile installation method etc. were varied in the pile loading tests about the free-standing group piles and a piled footing. As the results of this study, it was found that there were no differences of the load-settlement curves, along with the pile installation method and subsoil type. The piles supported most of the external load until a yielding load of the piled footing, but the raft supported a considerable load after a yielding load. And it was also found that the LSR didn't be affected by the pile installation method and the subsoil type. As the relative density of sands increased, the LSR decreased. As the pile spacing was wider and the pile length increased, there was a tendancy for the LSR to increase.