• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.325-336
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• 2008

Deformation of caisson occurred during the backfilling behind the caisson and some caisson moved toward seaside. A series of site investigation were conducted to figure out various circumstances at site and also used to analyze the cause of deformation. The soil condition of backfilling is also investigated because dredged material was used as a backfill material. The friction angle of backfill is supposed to be lower than the estimated one which was used in design stage. To determine the cause of friction shortage, back analysis for sliding safety were carried out with considering the soil condition of backfilling. A remedial plan, re-rising and relocating a caisson with backfilling good earth after treatment of caisson rubble mound to achieve the safety for sliding was proposed as a best solution based on the back analysis results. Reform concrete structure including service gallery and crane rail was also considered with the remedial work to improve the cape line of caisson.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.257-258
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• 2018

PTFE(polytetrafluoroetylene) is widely used as representative sliding friction materials, but there could be difficulties in applying it to various industry fields by the shortage of carrying capacity under high facial pressure and by the change of friction coefficient according to the environmental conditions. Accordingly, this study was to do comparative analysis on the friction coefficient by environmental temperature at the same facial pressure of UHMWPE which was mainly used as sliding friction materials under high facial pressure. In addition, this study was to proceed with the double shear structure by using two test specimen in order to minimize the frictional forces.

• 한국농촌건축학회논문집
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• 제15권1호
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• pp.29-36
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• 2013

This study is to diagnose causes of damage and defects on external walls of brick structures, focused on "Naju Noahn" Catholic Church of Modern Architectural Properties. The causes of crack and deflection are overloading, shortage strength of arch. Among those, main cause is cauesd by shortage strength of arch because center of arch is dislocated and skew back of arch is small angle. The causes of damage and elimination are weathering, plants of friction, freezing and thawing, durability decrement of material and attach defection. This defects and damage is caused by high-moisture that occurs in soil. The causes of discoloration are change of soil moisture and flimsy brickwork. These defects and damage are mainly occurred in coping of cornice, weathering of window sill.

• Tribology and Lubricants
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• 제24권6호
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• pp.285-290
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• 2008

The purpose of this paper is to present the case study of tribological failure analysis on the gear damages, oil leakage, and sealant sealing in a manual transmission of front engine and front wheel drive vehicle. The manual transmission is to change the speed range and direction of the engines depending on the driving conditions by friction driving forces with input and output gear system. The material property and surface roughness of the gears are strongly related to the gear noise and micro-vibration, oil leakage and wear, which may decrease the real contact area of the gear and the strength of the oil film thickness between the driving gear and driven one. The O-ring damage of speedometer driven gear and bad sealant sealing of oil pan may produce oil leakage through the contact surfaces, which cause the oil shortage and seizure on the sliding surfaces of the transaxle gears. In the failure case study, the proper repair working and good lubrication are very important for the long life of the transaxle without any tribological failures and oil leakage.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.493-496
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• 2008

최근의 경제성장 및 국민의 생활향상에 따라 폐기물 발생량도 증대되어 폐기물 처리문제가 심각해지고 있는 실정이며, 건설산업 현장과 연계된 자연보호와 자원의 절약 등이 중요한 이슈로 떠오르고 있어 건설공사의 수행과정에서 필연적으로 발생되는 건설폐기물의 관리와 재활용에 대한 관심도 증가하고 있다. 또한 구조물의 해체공사시 발생되는 폐콘크리트의 처리에 환경문제와 더불어 재활용에 대한 관심도 증가되고 있는 실정으로 고품질의 순환골재를 생산하기 위한 생산공정 기술에 대한 연구개발이 절실히 요구되고 있는 실정이다. 이에 본 연구에서는 기존 원통형롤크러셔의 접촉면적 축소와 파쇄물에 대한 파쇄효율 저하, 피 파쇄물의 튕김 현상과 장치내의 골재 체류시간 지체등과 같은 생산성 저하 등의 단점을 보완한 고효율의 성능을 발휘할 수 있도록 거터형의 롤크러셔를 적용한 순환골재 생산시스템을 제안하였으며 생산시스템의 성능평가 및 품질특성을 평가하였다.

• Geomechanics and Engineering
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• 제8권2호
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• pp.173-186
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• 2015

The rapid urbanization in Pakistan is creating a shortage of sustainable construction sites with good soil conditions. Attempts have been made to use rice husk ash (RHA) in concrete industry of Pakistan, however, limited literature is available on its potential to improve local soils. This paper presents an experimental study on engineering properties of low and high plastic cohesive soils blended with 0-20% RHA by dry weight of soil. The decrease in plasticity index and shrinkage ratio indicates a reduction in swell potential of RHA treated cohesive soils which is beneficial for problems related to placing pavements and footings on such soils. It is also observed that the increased formation of pozzolanic products within the pore spaces of soil from physicochemical changes transforms RHA treated soils to a compact mass which decreases both total settlement and rate of settlement. A notable increase in friction angle with increase in RHA up to 16% was also observed in direct shear tests. It is concluded that RHA treatment is a cost-effective and sustainable alternate to deal with problematic local cohesive soils in agro-based developing countries like Pakistan.

• Structural Engineering and Mechanics
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• 제59권1호
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• pp.133-151
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• 2016

Self-Compacting Concrete (SCC) has been originally developed in Japan to offset a growing shortage of skilled labors, is a highly workable concrete, which is not needed to any vibration or impact during casting. The utilizing of fibers in SCC improves the mechanical properties and durability of hardened concrete such as impact strength, flexural strength, and vulnerability to cracking. The purpose of this investigation is to determine the effect of steel fibers on mechanical performance of traditionally reinforced Self-Competing Concrete beams. In this study, two mixes Mix 1% and Mix 2% containing 1% and 2% volume friction of superplasticizer are considered. For each type of mixture, four different volume percentages of 60/30 (length/diameter) fibers of 0.0%, 1.0%, 1.5% and 2% were used. The mechanical properties were determined through compressive and flexural tests. According to the experimental test results, an increase in the steel fibers volume fraction in Mix 1% and Mix 2% improves compressive strength slightly but decreases the workability and other rheological properties of SCC. On the other hand, results revealed that flexural strength, energy absorption capacity and toughness are increased by increasing the steel fiber volume fraction. The results clearly show that the use of fibers improves the post-cracking behavior. The average spacing of between cracks decrease by increasing the fiber volume fraction. Furthermore, fibers increase the tensile strength by bridging actions through the cracks. Therefore, steel fibers increase the ductility and energy absorption capacity of RC elements subjected to flexure.

• 한국인터넷방송통신학회논문지
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• 제11권6호
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• pp.207-214
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• 2011

본 논문에서는 Zigbee 기반 무선센서네트웍과 레고 마인드스톰 NXT 모듈을 이용하여 이동로봇의 원격주행제어시스템을 개발하였다. 기존 회전센서(encoder)에 의한 이동로봇 위치제어의 오차 문제(미끄러짐 등)를 해결하고 좀 더 정확하게 이동로봇을 제어하기 위해 본 논문에서는 무선센서네트웍상의 초음파모듈을 사용하였다. 초음파의 문제점인 직진성과 협소한 감지범위의 단점을 극복하기 위해 이동로봇에 부착된 이동 노드를 360도 회전시킴으로써 4개의 고정 노드로부터 각각의 거리를 측정하여 삼각측량법에 의해 로봇의 정확한 위치를 추정하였다. 또한 이동로봇의 전면에 부착된 USB 웹 카메라를 사용하여 스마트폰으로 영상이 송신되도록 하였다. 그 결과 스마트폰을 통해 로봇의 위치와 이동로봇의 주변상황을 확인함으로써 이동 로봇을 정확하게 제어할 수 있었다.