• 대한수학회보
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• 제36권2호
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• pp.403-409
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• 1999

In this paper we introduce the notions of expansive homeomorphism and its properties, and study the relation between countable compacta and ordinal numbers. Our results extend and improve those of T.Kimura and others.

• Geomechanics and Engineering
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• 제15권6호
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• pp.1219-1225
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• 2018

In this study, a comprehensive laboratory experimental programme was conducted on expansive soil with a high swelling potential to study the influence of different additive materials on swelling pressure and index properties. Lime, sand, multifilament fiber and fibrillated fiber were used for stabilization of expansive soil. Lime, sand and fibers were respectively added to the expansive soil at 0-7%, 0-80%, 0-0.5%. On each mixture that was prepared by the proportions mentioned above, Atterberg limits, compaction, and swelling pressure tests were conducted. From the result of these experiments, the swelling pressure-time relation could be replaced by a rectangular hyperbola established to facilitate the prediction of ultimate percent swelling with a few initial data points. The best type of additive and its optimum ratio for engineering purposes could be estimated rapidly by this approach.

• 충청수학회지
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• 제28권2호
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• pp.287-305
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• 2015

Hyperbolicity is a core of dynamics. Shadowness and expansiveness for homeomorphisms have been studied by J. Om-bach([3], [4], [5]). We study the hyperbolicity (i.e., expansivity and the shadowing property) and the Anosov relation for a closed relation.

• Geomechanics and Engineering
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• 제32권1호
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• pp.85-96
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• 2023

Microbially induced carbonate precipitation (MICP) is extensively discussed as a promising topic for ground stabilization. The practical effect of stabilizing the expansive soil is presented in this paper with a logical process from the bacterial activity to the treatment technology. Temperature, pH, shaking frequency, and inoculation amount are discussed to evaluate the bacterial activity. The physic-mechanic properties are also evaluated to discuss the effect of the MICP process on expansive soil. Results indicate that the MICP method achieves the mitigation of expansion. The treated soil has a low proportion of fine particles (< 5 ㎛), the plasticity index significantly decreases, and strength values improve much. MICP process has a significant cementation effect on the soil matrix. Moreover, the infiltration model test presents the coating effect on the topsoil. According to the relation between the CaCO₃ content and the treatment effect, the topsoil has better treatment than the deeper soil.

• 지질공학
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• 제8권3호
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• pp.207-213
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• 1998

이 연구는 팽창성 시멘트의 팽창압에 의한 암석 파괴 시에 발생하는 AE 파의 특성을 규명하기 위하여 수행되었다. 연구결과 AE파의 우세 주파수와 최대 진폭은 팽창성 시멘트 충전공에서의 압력 발달 비율과 관련하여 변화되었다. AE파의 우세 주파수는 소 직경 충전공 시험에서 150∼230kHz이었고 대 직경 충전공에서 400∼500kHz이었으며, 최대 진폭은 각각 0.015∼0.050cm/sec 및 0.025∼0.064cm/sec이었다. 시험에서 충전공의 크기에 따라 각기 높은 주파수의 큰 진폭과 낮은 주파수의 작은 진폭의 AE파가 수신된다는 사실은 동일 시료에서 일정한 규모의 균열을 발생시키는데 필요한 총 에너지는 대체로 동일함을 강하게 암시하고 있다. 팽창성 시멘트에 의한 암석 균열은 진폭이 특별히 큰 AE파의 발생없이 안정적으로 진행되어서 거시적 암석균열은 미소균열의 안정적 성장의 결과임을 시사하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.193-200
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• 1999

팽창토에 설치된 직경 305 mm 현장타설말뚝의 18개월간에 걸친 거동을 관찰하였다. 계절적 함수량 변화에 따른 말뚝주변 흙의 부피 변화가 발생시킨 말뚝의 인발력을 측정하였고, 측정한 인발력에서 말뚝 단위 표면적당의 전단 응력을 계산하였다. 본 실험 말뚝에서는 최대 전단 응력은 54 kPa이 계산되었다.

• 한국지반공학회논문집
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• 제39권11호
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• pp.33-40
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• 2023

본 연구에서는 산화마그네슘계 내화물(Magnesium oxide-based refractory)을 함유한 팽창성 지반에서의 말뚝기초 거동을 분석하였다. 고정단 말뚝이 설치된 모형토조에 용융마그네시아(Fused magnesia, FM)를 활용하여 지반의 융기를 유도하였으며, FM함유량(FM_c = 30%, 50%, 70%)을 변화하여 시간에 따른 깊이별 융기량과 말뚝의 축력을 분석하였다. FM_c가 증가할수록 더 큰 융기량이 측정되었으며, 시료의 표면으로 갈수록 융기량이 누적되어 깊이에 따라 융기량이 감소하였다. 그러나 깊이별 융기율의 차이와 그에 따른 팽창압의 차이로 인하여 FM_c = 30%와 50%일때 말뚝에 뚜렷한 압축력과 인장력이 발현되었으며, FM_c = 70%일 때에는 말뚝 전체에 인장력만이 발현되었다. 이런한 결과는 산화마그네슘계 내화물이 포함된 혼합토 내의 말뚝거동을 분석하는데 중요한 자료로 활용할 수 있을 것으로 판단된다.

• 대한가정학회지
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• 제39권11호
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• pp.193-208
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• 2001

The changes of neighbor relation by joining communal childcare cooperative are as follows. Neighbors who are cooperative members are consultant who advise on childcare and communal parents who nurture children in communal local society. They are also consultant on problems of couples because one can reveal difficulties and troubles in the relation with the spouse easily to the neighbors. They admit gradually that their daily life can also be shared with other families. Living with neighbors extend the boundary of family and form a sound family culture. On the other hand, because their relationship is satisfactory, they have no need to form relationship with neighbors who are not cooperative members. They regard neighbors who are not cooperative members as 'peoples with different color from us'. Also they recognize exclusive eyesight from neighbor who are not cooperative members. The changes of family relation by joining communal childcare cooperative are as follows. In the relationship between wife and husband, both husband and wife take equal responsibility of childcare and that husband gets to familiar with household matters. In the relationship between parents and children, equality comes true and parents get to blow wars to be good parents. And they neither attach to their children nor bear expansive delusions on their children.

• 콘크리트학회논문집
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• 제14권6호
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• pp.851-863
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• 2002

철근의 부식에 의해 발생하는 부식생성물은 부피팽창으로 인하여 주위의 콘크리트에 압력을 가한다. 이 팽창압은 철근 주의의 콘크리트에 인장응력이 생기게 하며 결국 콘크리트의 피복에 균열을 발생시킨다. 콘크리트 피복의 균열발생은 콘크리트 구조물의 사용수명을 감소시킬 뿐만 아니라 안전성에도 영향을 미친다. 본 연구의 목적은 콘크리트 피복에 균열을 일으키는 임계부식량을 조사하는 것이다. 이를 위하여 포괄적인 실험 및 이론적 연구를 수행하였다. 주요 실험변수로는 콘크리트의 강도와 피복두께이고 부식량의 증가에 따른 콘크리트 피복 표면의 인장변형률을 측정하였다. 철근 팽창에 의한 팽창압의 계산에 공극 및 균열 속으로 흡수되는 부식생성물을 고려하였다. 본 연구를 통하여 균열을 일으키는 임계부식량은 콘크리트 압축강도가 커짐에 따라 증가한다는 사실을 확인하였다. 부식층 내의 팽창압과 변형 사이의 관계를 유도하였으며 부식생성물층의 강성을 결정하였다. 팽창압과 변형 사이의 관계를 설명하기 위하여 압력을 유발하지 않는 변형량의 개념을 도입하였다. 본 연구에서 제안된 이론은 실험결과와 잘 일치하며 콘크리트 구조물의 내구성 설계에 기초가 될 수 있을 것이다.

• 한국관광식음료학회지:관광식음료경영연구
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• 제17권1호
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• pp.41-67
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• 2006

The study is aimed to analyze the influence of FTA(Free Trade Agreement) between Korea and Japan on tourism and to suggest ways to increase tourists exchange between them by considering countermeasures of Korea's tourism based on the analysis and deriving political significance. The results of the study showed that the expected effects of FTA between Korea and Japan on tourism would overall be positive. There would be increases in employment and a higher rate of foreign-exchange earning, which plays a critical role in the cash flow. Therefore the government is required to prepare for several political measures as follows. First, ways to promote investment in tourism have to be established in a systematic way for FTA. Second, restructuring of tourism has to be considered seriously for tourism to be a high value-added industry after FTA. Third, the tourism information industry needs to be included in the tourism promotion act to promote e-tourism using information technology. In addition to this, an expansive cluster strategy needs to be developed, which relates tourism to other industries like culture and movies and to find ways to re-locate and re-educate manpower currently engaged in the tourism industry. Though the study investigated the influence of FTA on tourism through a practical analysis, it was restricted only to Korea. So the influence of FTA between Korea and Japan on the tourism of Japan should be included in further study. Furthermore, in subsequent studies the CGE(Computable General Equilibrium) model will be applied for objective analysis of the effects. Or measuring the ripple effect with multinational inter-industry relation table will be made for the study to make practical contributions to the development of government policy.