• Journal of the Korean Geosynthetics Society
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• v.11 no.1
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• pp.23-33
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• 2012

The stability of urban railway foundation can be a problem due to the excessive settlement. The settlement at the base of railway is monitored by the installed settlement gauges. The piezometer and pore water pressure measurement device are installed to measure the variation of pore water pressure and ground water table during the continuous pullout of sheet piles which were used for the braced cut. The settlement of railway is predicted with using the computer program CAIN RDA. The input data for the numerical analysis are obtained from the field soil exploration data and soil properties. The surcharged load from landscaping over the ground surface and the weight of train are taken into account for the estimation of settlement. As a result of numerical analysis, the range of settlement for six different Sites is from 5.94 cm to 12.77 cm. Thus, the settlement level at Site 2 is occurred 12.77 cm which is higher than the allowable settlement of 10 cm.

• The Korean Journal of Pharmacology
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• v.27 no.1
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• pp.1-5
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• 1991

We studied changes in the hypothalamic norepinephrine(NE) metabolism in streptozotocin (STZ)-induced diabetic rats by measuring basal NE levels, turnover rate of NE, and in vivo tyrosine hydroxylase activities. Basal NE level did not change significantly upto 4 weeks after the establishment of diabetes with STZ(60 mg/kg, iv). But turnover rate of NE decreased to 62% of control rate(P<0.01), and in vivo tyrosine hydroxylase activities decreased to 32% of control level(P<0.05) at one week of diabetes. From these results, we concluded that, of the three parameters measured, in vive tyrosine hydroxylase activity is the most sensitive index of altered hypothalamic NE metabloism in STZ-induced diabetic rats.

• The Journal of the Petrological Society of Korea
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• v.28 no.2
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• pp.71-83
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• 2019

The volcanic rocks in Saryangdo area are composed of Witseom Andesite, Punghwari Tuff, Araetseom Andesite, Obido Formation, Namsan Rhyolite and Saryangdo Tuff in ascending order. The volcanic rocks has a range of andesite-rhyodacite-rhyolite, which indicates calc-alkaline series and volcanic arc of orogenic belt. In Harker diagrams for trace element and REE pattern, these are also distinguished into so three groups(Witseom Andesite, Araetseom Andesite and Saryangdo Tuff) that each unit is interpreted to have originated in different magma chamber. The Saryangdo Tuff exhibits systematically(chemical zonations that gradually change) from lower dacite to upper rhyolite in section. The systematic sequence of compositional variations suggests that the tuffs were formed by successive eruptions of upper to lower part of a zoned magma chamber in which relatively dacitic magma is surrounded around rhyolitic magma of the central part. The zoned magma chamber was formed from marginal accretion and crystal settling that resulted form magmatic differentiations by fractional crystallization.

• Proceedings of the KAIS Fall Conference
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• 2011.05a
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• pp.461-463
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• 2011

경량포장시스템의 하부기초시스템 모델링 및 수치해석에 필요한 충남연안역 기초 지반의 기본적인 물성값을 규명하기 위하여 한국동력자원연구소에서 수행한 충남지역의 지질도와 최근수행되고 있는 도로공사의 토질보고서를 분석하여 충남 연안역 기초지반의 특성을 파악하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.3
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• pp.178-185
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• 2010

This paper presents the evaluation of foundation stability according to decrease of the foundation contact area on the ground. In order to carry out this research, the experimental and numerical studies are performed. In the experimental study, the carefully controled laboratory model tests are carried out with different foundation size and types. The model test results are analyzed and interpreted by analytical and numerical calculation in order to verify both results obtained from experimental and numerical studies. It is clearly found from the results that the foundation stability is considerably reduced when the foundation contact area ratio is less than 75%. This research may be very useful to develop the economical foundation type.

• The Transactions of the Korea Information Processing Society
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• v.4 no.2
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• pp.377-383
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• 1997

This paper presents the design and the implemenration of a Mutiuser Multimedia Confernce System for synchronous groupwork.The infrastructure of this system is a hybrid srchiercture of centralized and replicated archietctures,that is to maintain sharde information cinsistently and to reduce the overhead of network traffic to the central part.The communication control of data for groupwerk managrment is centralized to the virtual node and the communication control of real data such as audio,video,text is replicated.In order ot provide a realtime audio and video processing,this system uses synamic queues and multithreads.

• Geotechnical Engineering
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• v.7 no.4
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• pp.15-24
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• 1991

This paper reports the application study of the concrete bedding reinforcement under a buried conduit with flexible joints subjected to differential settlement via a finite elemen modeling. The reinforcement of concrete bedding helps to minimize the differential settlement between the adjoining conduit segments. Three different field conditions have been considered. The settlement pattern and deformation slope have been evaluated for each boundary condition. The analysis results are compared for both non-reinforced and reinforced cases to measure the effectiveness of concrete bedding reinforcement for restraining deformation of a conduit with flexible joints.

• Proceedings of the KAIS Fall Conference
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• 2009.12a
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• pp.367-369
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• 2009

해안도로에 건설되는 콘크리트 포장체는 염해의 영향을 받는다. 또한 해안도로의 기초가 되는 지반은 약 5%가 연약지반으로 이루어져 있으며, 이에 대해 적절한 처리가 이루어지지 않으면 시간이 지남에 따라 침하가 발생하여 포장체에 부정적인 영향을 끼칠 수 있다. 연약지반의 장기적 거동에 의한 부등침하로 콘크리트 포장체에 균열이 발생할 경우, 염분의 침투 및 포장체내로의 확산이 가속되어 균열을 더욱 심화시키는 역할을 하게 된다. 본 연구에서는 이와 같이 포장체와 하부지반의 상호 유기적인 관계를 규명하고 부정적 영향의 정도를 예측함으로써 해안도로의 건전성 및 공용성을 확보를 위한 근간을 제공하고자 한다.

• Computational Structural Engineering
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• v.4 no.3
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• pp.129-135
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• 1991

This paper reports the application study of the ground reinforcement under a buried pipeline subjected to differential settlement via a finite element modeling. The soil-reinforcement interaction helps to minimize the differential settlement between the adjoining pipe segments. The settlement pattern and deformation slope of a pipeline have been evaluated for a boundary condition at the joint between a rigid structure and a pipeline. The analysis results are compared for both non-reinforced and reinforced cases to numerically evaluate the stress transfer mechanism and the effectiveness of the soil reinforcement for restraining the settlement of the pipeline.

• Journal of the Earthquake Engineering Society of Korea
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• v.4 no.4
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• pp.111-116
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• 2000

경간사이에 creep-coupler가 설치된 경부 고속철도 교량에 TGV-K 열차의 제동에 의한 교량의 종방향 동적거동을 해석하였다. 교량은 40m 길이의 2경간 연속교이며, 종방향 충격 하중을 인접 경간 혹은 교대로 전달하기 위한 목적으로 인접하고 있는 두 교량 사이의 creep-coupler가 설치되었다. 철도교의 경우에는 레일에 대한 종방향 축력검토가 매우 중요하므로, 이를 지지하고 있는 교량의 하부구조(교각과 기초)의영 향을 고려한 교량의 동적거동해석이 요구된다. 본 연구에서는 TGV-K의 실제 제동하중에 의한 KHSR(Korea high speed railway)에 건설중인 실제교량의 동해석을 하부구조와 동특성치를 고려하여 수행하였다. TGV-K는 객차사이에 대차가 위치하므로 전체 열차의 모델링이 한꺼번에 이루어 져야한다. 동핵석을 위해서 열차의 3차원 수치모델링이 이루어졌다. TGV-K의 제동은 동력차의 전기적인 제동에 의한 회생제동력(regenerative braking force)과 객착의 기계적인 판제동(disk braking)으로 이루어진다. 이러한 제동작용의 고려에 실제 TGV-K의 제동함수가 사용되었다.