• 한국도로학회:학술대회논문집
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• 한국도로학회 2011년 춘계학술대회 논문집
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• pp.253-256
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• 2011

• 한국농공학회:학술대회논문집
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• 한국농공학회 2004년도 학술발표논문집
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• pp.21-21
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• 2004

• 한국조경학회:학술대회논문집
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• 한국조경학회 1999년도 정기대회 및 학술논문발표회
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• pp.46-47
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• 1999

• Korean Membrane Journal
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• 제6권1호
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• pp.16-23
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• 2004

The silica containing carbon (C-SiO$_2$) membranes were fabricated using poly(imide siloxane) (PIS) having -CO- swivel group. The characteristics of porous C-SiO$_2$ structures prepared by the pyrolysis of poly(imide siloxane) were related with the micro-phase separation between the imide block and the siloxane block. Furthermore, the nitrogen adsorption isotherms of the CMS and the C-SiO$_2$ membranes were investigated to define the characteristics of porous structures. The C-SiO$_2$ membranes derived from PIS showed the type IV isotherm and possessed the hysteresis loop, which was associated with the mesoporous carbon structures, while the CMS membranes derived from PI showed the type I isotherm. For the molecular sieving probe, the C-SiO$_2$ membranes pyrolyzed at 550, 600, and 700$^{\circ}C$ showed the O$_2$ permeability of 924, 1076, and 367 Barrer (1 ${\times}$ 10$\^$-10/㎤(STP)cm/$\textrm{cm}^2$$.$s$.$cmHg) and O$_2$/N$_2$ selectivity of 9, 8, and 12.

• 한국농공학회논문집
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• 제54권2호
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• pp.157-166
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• 2012

Most of the roads are paved with impermeable materials such as asphalt concrete and cement concrete, and in the event of heavy rainfall, rainwater directly flows into river through a drainage hole on the pavement surface. This large quantity of rainwater directly spilled into the river frequently leads to the flooding of urban streams, damaging lowlands and the lower reaches of a river. In recent years there has been a great deal of ongoing research concerning water permeability and drainage in pavements. Accordingly, in this research, a porous polymer concrete was developed for permeable pavement by using unsaturated polyester resin as a binder, recycled aggregate as coarse aggregate, fly ash and blast furnace slag as filler, and its physical and mechanical properties were investigated. Also, 3 types of permeable polymer block by optimum mix design were developed and rainfall runoff reduction effects by permeability pavement using permeable polymer block were analyzed based on hydraulic experimental model. The infiltration volume, infiltration ratio, runoff initial time and runoff volume in permeability pavement with permeable polymer block of $300{\times}300{\times}80$ mm were evaluated for 50, 100 and 200mm/hr rainfall intensity.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2005년도 춘계 학술대회
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• pp.231-238
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• 2005

본 연구에서는 유동저항이론을 기초로 하여 연속다공체, 분리단열망 및 연속다공체-분리단열망 공존암반과 같은 3가지 암반을 대상으로 암반 특성에 따른 지하수 유동저항 개념 모델링 및 관계식을 제안하였다. 정상상태조건에서 밀도변동은 고려하지 않았으며 유한 체적법을 이용하였다. 각종 물성치는 블록 중심에서 정의되고, flux는 블록면에서 정의되는 staggered 격자 체계하에서 모든 블록에 대해 Darcy 법칙이 적용되었다. 접촉면에서의 투수계수는 인접면 중심에서 정의된 물성치의 조화평균값을 사용하였다. 유동저항개념을 이용하여 인접한 블록간의 상대압력차와 flux의 관계를 표현하였다. 개개의 단열에서의 유동은 다공암반에서 이용된 방정식과 동일한 형태의 2차원 방정식으로 모사되었다. 본 논문에서 제안된 모델은 추후 다양한 암반 특성별 유동 모사 기법을 개발하는데 많은 기여를 할 것으로 기대된다.

• KIEAE Journal
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• 제12권3호
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• pp.95-100
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• 2012

Thermal phenomena has caused abnormal weather phenomena due to the lack of urban green spaces To solve these problems, the country of recorded a city business is actively evolving trends. but in all the land, most built-up city's green buildings unless the demolition of the composition is an impossible situation, green space in urban areas, with emphasis on composition. In this study, thermal power plants that occured in the evolution of vegetation by utilizing Bottom Ash was tried to develop a lightweight block. Bottom Ash block to take advantage of vegetation is focused create green space in urban areas Vegetation in the block was carried out manufacturing lightweight, porous, lightweight water ratio suitable for three types of blocks selected according to its kind study on the manufacturing and process. Bottom Ash from this study at the time of disposal of coal ash generated by recycling the landfill shortages, loss of landfill costs, environmental pollution and are trying to solve the same problem at the same time.

• Archives of Plastic Surgery
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• 제36권4호
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• pp.481-484
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• 2009

Purpose: Cleidocranial dysostosis is a rare hereditary disorder affecting bones that develop by intramembranous formation. The typical features include excessive growth of transverse diameter of the skull, hypoplastic clavicles, low height and characteristic facial features. Methods: A 28 years old female patient visited by frontal area depression. The diagnosis was performed by computed tomographic study and radiographic imaging. The patient has widely opened anterior fontanelle, partial fused metopic suture, multiple wormian bone and supernumenary impacted teeth. Under the coronal incision, we exposed depressed frontal area and corrected with Medpor block carving. Results: Postoperatively, frontoparietal skull was aestheticlly improved and she was satisfied with the results. Conclusion: Authors report a case of cleiodocranial dysostosis who has been done correction of abnormal skull shape by Medpor$^{(R)}$ insertion.

• 한국조경학회지
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• 제34권4호
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• pp.96-104
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• 2006

Impervious pavement is primary contributor to the malfunctioning of the urban water circulation system. The aim of this research is to provide basic information and data for new pavement materials and paving technology which could enhance the urban water circulation system. For the study purposes, physical properties of soils sampled from 16 stations were analyzed. The sampling spots were paved with grass block porous pavement material. The findings from the analysis are as follows. The hardness of soils under the pavement was $17{\sim}22mm$ for thoroughfare and $6{\sim}32mm$ for parking areas. The bulk density was $1.42{\sim}1.81g/cm^{3}$ for thoroughfare and $1.38{\sim}1.75g/cm^{3}$ for parking area. The solid phase ration was $46.9{\sim}62.5m^{3}/m^{3}$ for thoroughfare and $45.6{\sim}61.3m^{3}/m^{3}$ for parking area. The porosity was $37.5{\sim}53.1m^{3}/m^{3}$ for thoroughfare and $38.7{\sim}54.4m^{3}/m^{3}$ for parking area. The saturated hydraulic conductivity was $8{\sim}164mm/hr$ for thoroughfare and $14{\sim}201mm/hr$ for parking area. The saturated hydraulic conductivity of the H sample area (the area was completed three months ago) and that of the other area were compared. There was up to 80% decreases of the saturated hydraulic conductivity within one year after the completion of pavement. After the first year, decrease in the saturated hydraulic conductivity was modest. Also there are changes in both surface and under soil physical properties of the grass block porous pavement depending on compaction. The extent of change depends on the degree of compaction. All these factors are combined to influence the permeability of the soil under the pavements. The results of this suggest that it is required to develop a new pavement technology which ensures both the durability and porosity of the pavement to improve the water circulation system by applying Ecological Area Rate.

• 한국구조물진단유지관리공학회 논문집
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• 제20권2호
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• pp.122-130
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• 2016

최근 수십년간의 산업화로 인해 인간중심의 하천 개발이 이루어진 결과, 하천의 직강화 및 복개화 등 오수 및 하수의 배출구로만 활용되어 집중호우 등의 수해가 반복되어 발생하고 있어 이에 대해 하천 및 제방의 사면을 각종 공법을 통하여 손상을 방지하고 있으나, 관련 기준에서는 비탈높이, 최소비탈경사 등 최소한의 기준만 제시하고 있는 실정이다. 또한 홍수해 방지를 위한 가장 중요한 특성인 소류력에 대한 검토는 전무한 실정이다. 따라서 본 연구에서는 실규모의 인공실험하천에서 다공성콘크리트 호안블록을 설치하고, 유입유량을 조절하여 각 실험조건에 따른 유속 및 수심을 측정하여 소류력을 평가하였다. 다공성콘크리트블록의 압축강도 및 공극률 시험결과 압축강도는 16.6~23.2 MPa의 범위로 측정되었고, 실측공극률은 10.1%로 나타나 국내 기준을 만족하는 것으로 판단되며, 소류력 시험결과 한계소류력은 $47.202N/m^2$으로, 하천설계실무요령에서 제시된 급류부의 소류력 범위인 $67N/m^2$은 만족하지 못하는 것으로 나타났다. 하지만 블록 및 기반층의 유실이나 손상이 전혀 관찰되지 않았고, 기존 선행연구를 참고하여 볼때 그 이상의 소류력에도 저항력을 가질 수 있을 것을 추정하여 볼 수 있다. 따라서 추후 실험조건 등을 조정하여 실질적인 한계소류력 측정을 위한 실험을 다시 수행할 필요가 있다고 판단된다.