• Journal of the Korean GEO-environmental Society
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• v.15 no.9
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• pp.59-67
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• 2014

With increasing underwater structure construction, there is high interest in offshore foundation and underwater grout and various study has been done in this area. For grout materials constructed underwater, it may be washed away by water or easily disturbed and material separation phenomenon during curing period always happens. As a result, it is difficult to ensure construction quality and this has a significant influence on the design strength of structure. In this study, to understand application effects of anti-washout admixture for the preplaced construction method, where grout is injected in monopile after filled with aggregates, laboratory tests on bleeding and compressive strength of anti-washout admixture were performed under various test conditions varying size of aggregate, water and cement ratio and admixture, and test results were compared and evaluated.

• The Journal of the Korea Contents Association
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• v.12 no.1
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• pp.379-385
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• 2012

The purpose of this study is to propose that co-working plan with patient information service system for dental clinic and dental lab using smart phone system which is recently spread to. For this purpose, we introduced latest mobile S/W development environment. And design key features of patient information service system based on mobile platform(Android) by user interface design. In fact, we have applied this system(mobile system) to dental clinic and dental lab, we have following results: 1.There were significant possibility in dental utilization of smart phone based on latest ICT(Information & Communication Technology) technology. 2. Improve conventional method of image upload by connecting digital camera to the server computer using USB port. 3. Reduce error of image management by direct upload to server computer from smart phone. 4. Improve process of making prosthetic appliance by displaying dental image on smart phone in dental lab.

• The Journal of the Korea Contents Association
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• v.16 no.1
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• pp.274-284
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• 2016

The purpose of this study is to analyze the play behaviour and play environment of children at the Air-bounce space in the theme museum, using user observation and interviewing user behaviour, main methods of user research. Study area is Animation theme museum in Chuncheon City, Kangwon Province, Republic of Korea. Main results show that physical, emotional, cognitive, and social behaviour of playing children in the study area are observed, and this study draws the planning and design related implications of play space such as carrying capacity, waiting room and safety guard and so on. The results of this study can be used in the planning and design process of children's play environment as important guidelines.

• The Journal of Engineering Geology
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• v.6 no.2
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• pp.65-81
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• 1996

Friar Tuck, an Abandoned Mine Lands (AML) site, is located on the Greene-Sullivan county line in southwest Indiana. Prior to the on-going reclamation, Friar Tuck was one of the Indiana's largest and most environmentally adverse abandoned mine lands. The direct vegetation method was used to reclaim tailing ponds. Grading, capping, and revegetalon using agricultural limestone, fertilizer, mulch and seed were applied to the gob piles to abate acid mine drainage (AMD) and off-side sedimentaion. Erosion control structures such as terrace, diversion ditch, and gabion structures were also constructed to minimize erosion at slopes. A new method for treatment of AMD using apatite was tested in the laboratory and field. Apatite effectively removed iron, aluminum and sulfate while maintaining an almost constant pH. Apparently, this method can be applied to control AMD from mining refuse materials, even those containing high concentrations of iron and aluminum ions.

• Journal of the Korean GEO-environmental Society
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• v.6 no.3
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• pp.35-45
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• 2005

The rockfall protection fence is one of the most common rockfall protection methods in Korea. The typical rockfall protection fence consists mainly of three parts ; H-beam supports, wire meshes, and wire ropes. The design of the rockfall protection fence is made such that the total energy absorbing capacity of the fence. Therefore, resulting from the combined energy absorbing capacity of the three parts is larger than the falling energy of rocks. In present study, a new rockfall protection fence, constructed using expanded metals instead of the existing wire rope and wire mesh for the typical type of rockfall protection fence, was evaluated on its performance by conducting both laboratory and field tests. Also, for a comparison, the same tests were performed on the typical rockfall protection fence. The test results revealed that the expanded material is an economic alternative to the existing protection materials and the expanded metal rockfall protection fence exhibits the higher energy absorbing capacity compared to that of the typical rockfall protection fence.

• Geophysics and Geophysical Exploration
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• v.9 no.3
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• pp.185-192
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• 2006

Cares should be taken when performing the P and S wave velocity loggings in engineering and environmental fields. Some of them are the effect of casing, which is installed to prevent the borehole collapsing when the drilling is done on the loose ground such as soil and/or soft rock, and the discrepancy of the velocities of the same media according to the difference of the source wave frequency spectrum. The elastic moduli obtained from the P and S wave velocity logging have the dynamic characteristics. To overcome these difficulties, the following suggestions are recommended; (1) develop and apply a careful drilling technique that can keep the borehole wall without a casing, and (2) apply the logging methods with the suitable frequency bandwidth for the object of the velocity logging. It is important to make the aseismological engineers understand the difference between the dynamic elastic moduli and the static ones obtained from mechanical test, and to advise them to use the information properly.

• Journal of the Korean GEO-environmental Society
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• v.11 no.2
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• pp.43-52
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• 2010

Shield method is the tunnel boring method that propels a steel cylinder in the ground and excavates tunnels at once. After Marc Isambard Brunel started using the method for the Thames Riverbed Tunnel excavation in London, many kinds of TBM (Tunnel Boring Machine) developed and applied for the construction of road, railway, electricity channel, pipeline, etc. In comparison with NATM concept that allows to observe ground condition and copes with difficulty. The machine selected before starting construction is not able to be changed during construction in shield TBM. Therefore the machine should be designed based on the ground survey result and experiment, so that the tunnel might be excavated effectively by controlling penetration speed, excavation depth and cutter head speed according to the ground condition change. This research was conducted to estimate penetration depth, excavate speed, wear of disc cutter on Boondang Railway of the Han Riverbed Tunnel ground condition by TBM performance prediction models such as NTNU, $Q_{TBM}$, Total Hardness, KICT-SNU and compare the estimated value with the field data. The estimation method is also used to analyze the reason of poor excavation efficiency at south bound tunnel.

• Journal of Navigation and Port Research
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• v.33 no.3
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• pp.193-197
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• 2009

In this paper, the EM wave absorber was designed and fabricated for improvement of Wireless LAN environment at 2.4 GHz. We fabricated several samples in different composition ratios of Sendust and CPE(Chlorinated Polyethylene). Absorption abilities were simulated in accordance with different thicknesses of the prepared absorbers and changed complex relative permittivity and permeability due to composition ratio. The mixing ratio of Sendust and CPE was searched as 80: 20 wt.% by experiments and simulation Then the EM wave absorber was fabricated and tested using the simulated data. As a result, the EM wave absorber was fabricated based on simulated data. Simulated and measured results agreed well. As a result, the developed EM wave absorber with thickness of 3.25 mm has absorption ability of 19 dB at 2.4 GHz.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.478-478
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• 2012

국내의 하수도 보급률은 90%에 달하고 있으며, 하수의 고도처리와 처리기술이 향상된 신기술개발 등으로 수질개선 효과가 크게 개선되어 있고, 전국 각지에 활발하게 하수처리장의 건설이 추진 중에 있지만, 다양한 오염원의 증가와 함께 환경기준은 점차적으로 강화되고 있어 기존 하수처리장은 강화되고 있는 환경기준을 만족시키기 어려운 실정으로 새로운 처리법의 도입이 절실히 요구되고 있는 실정이다. 시설이 노후화된 하수종말처리장의 경우에는 경제적인 부담감을 이유로 기존 공법 개선을 통한 수질기준을 만족하기 위하여 노력하고 있으며, 특히, 방류수 수질 중에서 총질소(T-N)와 총인(T-P)의 기준을 평상시와 겨울철(12월 1일부터 3월 31일까지)로 구분하여 적용하여 왔지만, 2012년부터는 이를 동일하게 적용함으로써 겨울철 생물학적 처리 공정에서의 효율저하로 인한 기준치 만족이 어려운 상황이다. 본 연구에서는 인천의 하수처리장을 대상으로 동절기 수온의 저하에 따른 생물학적 공정을 개선시키기 위하여 운전조건을 변경하여 수질개선 증대 방안을 도출하고자 하였으며, 생물학적 공정인 MLE공법으로 동절기 외부 온도의 영향을 받는 조건을 갖는 사업소를 대상으로 실내 실험장치를 구성하여 조건을 변화하면서 개선 효과를 검토하였다. 생물반응조의 공정위치 변화, 미생물농도 그리고 체류시간변화 등의 실험조건으로 하수 처리 효율을 분석하였으며, 운전 중 외부반송 유량, 내부반송 유량 등의 운전인자는 일정하게 유지하였고, 동절기 온도인 $10^{\circ}C$로 유지하여 실험을 진행하였다. 실험 결과 대상 하수처리장의 생물학적 공정의 개선방향은 공정 배열을 변화하였을 때, 현재의 공정 배열 조건인 무산소조 1개, 호기조 4개의 공정보다 호기조 1개, 무산소조 1개, 호기조 3개로 수정하는 경우 현재 공정보다 질소는 7%, 유기물은 9.2% 처리효율이 개선되는 것으로 분석되었다. 미생물 농도 변화를 주어 수질 개선 효과를 검토한 결과 하수처리장 설계농도인 3,500ppm의 경우보다 미생물 농도를 5,970ppm으로 증가시킨 경우 17.4% 처리효율의 개선효과를 보여 질소 제거를 위해 미생물의 농도를 증가시키는 것이 바람직한 것으로 판단하였다. 또한, 체류시간(HRT)을 변화한 경우에는 현재 체류시간(HRT)인 8시간 보다 10시간으로 증가시켰을 경우 유기물은 3.2%, 질소는 2.6%의 처리효율이 개선되는 것으로 분석되었다.

• Journal of the Korea Convergence Society
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• v.12 no.9
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• pp.137-151
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• 2021

Revitalized alley-type urban commercial streets have recently received a lot of attention as a preferred place for people. The purpose of this study is to present implications in the planning and design methods for the making of alley-type urban commercial street. For that, theoretical review and case analysis were conducted on the street spatial characteristics of 'Jeonridan-gil' and 'Mangmidan-gil' in Busan, about site overview, street spatial composition, building use, streetscape and street furniture. The implications through the study are as follows. (1) Street environment should be created to improve the pedestrian space and environment. (2) The existing main use and the newly introduced use need to be coexisted. (3) The identity of the street must be maintained through adaptive reuse, etc. (4) The voluntary formation of the private sector and the planned making of the public need to be cooperated.