• Journal of the Korean Geosynthetics Society
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• v.15 no.4
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• pp.105-115
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• 2016

This paper describes a restoration of retaining wall, which was collapsed by rainfall. The failure causes was analyzed by field case, and then the countermeasure was suggested. The failure causes confirmed that observance of design and construction criteria was insufficient. It also was the climate condition like a rainfall and inappropriate construction management. The stability analysis for retaining wall, soil improvement and reinforced earth wall was conducted to confirm validity of the countermeasure. The analysis results showed that the suggested construction method satisfied in required safety factors. Therefore, it should be secured the stability of the structure based on the application of appropriate design method and construction management, when structure was constructed.

• The Monthly Diabetes
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• s.218
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• pp.18-21
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• 2008

연말연시가 되면 늘 그랬듯이 새해 새 마음으로 살자고 다짐한 게 엊그제 같은데 어느새 또 다른 새해가 코앞에 와있다는걸 느끼곤 '참세월 빠르구나' 하는생각이 들곤 합니다. 새해를 맞이할 때는 계획도 풍성히 새로운 마음도 넉넉히 준비하지만 막상 연말이 되면 온전하게 맺어 놓은 것이 별로 없음에 공허한 웃음만 만들어 냅니다. 하지만 인생은 이렇듯이 늘 새로운 희망과 후회라는 그림자가 항상 함께 하는 것을 알기에 조금 더 나은 미래의 손짓에 또 즐거운 한해를 맞이하게 되었습니다. 당뇨병 관리를 잘 하는 것은 누구나의 소망이지만 잘 관리한다는 것은 매우 어렵습니다. 모든 일에는 굴곡이 있듯이 혈당도 변화가 있을 수 있기 때문에 당뇨병을 관리하는 것은 생활비를 쓰는 것과 같다고들 합니다. 매달 똑같은 생활비를 쓸 수 없는 것처럼 항상 똑같은 혈당을 유지하기는 어렵습니다. 예를 들어 100만원을 매달 생활비로 사용한다면 이번 달은 90만원을 쓸 수 있고 다음 달은 110만원을 사용할 수도 있는 것처럼 이렇게 조금씩은 덜어내고 보태서 사용하는 겁니다. 모든 일이 완벽할 수는 없기에 당뇨병에 대한 생각과 느낌 즉 마음가짐은 매우 중요합니다. 그럼 이런 당뇨병을 어떻게 맞이해야 할까요?

• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.5
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• pp.209-222
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• 1993

This article is a case study of the ground improvement project which was carried out for manmade landfill. The project area is located near to Kapchun, Teajon and composed of the municipal wastes dumped, demolished building debris, coal ash and industrial waste made between 1983 and 1989. The DDC(dynamic deep compaction) based on the results of the test compaction at two representative locations was carried out from March 16, 1992 to Oct. 25, 1992. Field measurements and laboratory tests were carried out for ground improvement assessment and quality control for the DDC(dynamic deep compaction) work. From the results of field measurements and laboratory tests, it was found that the DDC work was successful: waste landfill was compressed considerably (${\fallingdotseq}$ 15% of full depth); and the strength was increased satisfactorily (${\fallingdotseq}$ 100% of original penetration resistance), Also, it is expected that the results of this work could be a guide to the future DDC work with the similar ground conditions, i.e. man-made landfills.

• Journal of the Korea Concrete Institute
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• v.14 no.3
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• pp.275-282
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• 2002

High fluidity concrete needs high dosage of superplasticizer to acquire sufficient fluidity and high contents of fine powder and viscosity agents to prevent segregation. But it requires high manufacturing cost and has difficult in quality control. Therefore, in this paper, determination of optimal mixture proportion of segregation type superplasticizer for high fluidity concrete and manufacturing high fluidity concrete by applying developed segregation reducing type superplasticizer are discussed using flowing concrete method. According to test results, as dosage of superplasticizer increases, it shows that fluidity and bleeding increase, while air contents and ratio of segregation resistance decrease. It also shows that adding viscosity agent into it reduce bleeding and improve segregation resistance. Dosage of AE agent into it containing viscosity agent recovers loss of air contents during flowing procedure. Combination of proper contents of superplasticizer, viscosity agent and AE agent make possible to develope segregation reducing type superplasticizer Compressive strength of high fluidity concrete applying flowing method with it is higher than that of base concrete. No differences of compressive strength between compacting methods are found.

• JOURNAL OF ELECTRICAL WORLD
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• s.430
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• pp.81-87
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• 2012

378일 간의 일지(日誌). 현장에서의 경험과 노하우를 적기에 활용하기 위해 수개월간 하루도 빠짐없이 발전플랜트 건설과 운영 등이 총망라된 기록을 관리해 온 열정과 노력! 그 경험과 노하우를 고스란히 후진 양성을 위해 헌신하겠다는 다짐! '최고기술자 양성'과 '현장파악'을 가장 중요시한다고 거듭 강조한 민종선 본부장과의 인터뷰는 마치 '거장(巨匠)'을 대하는 느낌이 강했다. "작고, 쩨쩨하고, 시시한 것을 잘해야 한다."는 민 본부장의 슬로건은 국내 최고의 발전소로 거듭나게 될 태안발전본부의 밝은 미래상을 밝혀주는 '등대'에 다름 아니다.

• Journal of The Korean Society of Agricultural Engineers
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• v.58 no.4
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• pp.85-95
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• 2016

PBT (Plate Bearing Test) is a commonly used compaction estimation used to provide basal support for embankments. This study presents the results from experimental evaluations PBT, LWDT (Light Drop Weight Tester) test and Geogauge test with embankment materials which consist in sandy soil, crushed stone and rock. The results of this study indicate that the regression analyze results (r) from test results between Young's modulus and $k_{30}$, $E_v$ are 0.385 and 0.111~0.496, estimated very lack of correlation. The Geogauge is frequency vibration from machine to underground. Geogauge can not measure to accuracy test results when it is used on ground of the rock or crushed stone. The regression analyze results (r) from $E_v$ and Dynamic modulus are 0.502~0.847, different estimated by calculate method, as it were, when calculate $E_v$, least square method are appeared more accuracy than gradient of secant.

• Proceedings of the Korean Geotechical Society Conference
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• 2000.11a
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• pp.385-390
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• 2000

In this study, the Non-Destructive Testing Equipment was introduced for the compaction control and the evaluation of pavements properties and the developing process was showed. Falling Weight Deflectometer(FWD) is a system for performing non-destructive testing of pavement and the other foundation structures. The system develops forces from the acceleration caused by the arrest of a falling weight and these forces are transmitted onto the surface of a structure causing it to deflect much as it would due to the weight of a passing wheel load. The structure will bend downward and exhibit a deflection basin. FWD uses a set of velocity sensors to determine the amplitude and shape of the deflection basin. The deflection response, when related to the applied loading, can provide information about the strength and condition of the various elements of the test structure. In this study, a computer program was developed that can be used to evaluate pavement and foundation structures from the data produced by FWD. The Falling Weight Deflectometer, non-destructive testing equipment, is increasing used at the whole world.

• Product Safety
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• s.249
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• pp.44-47
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• 2014

두리화학(주)는 1974년 모체 공장인 대성화학을 창립한 이래 플라스틱 배관자재 생산 전문업체로 성장 발전해 왔다. 그동안 고객의 욕구를 충족시키고 고객 감동경영을 실현하기 위해 부단히 노력해온 두리화학(주)는, 최근 공동주택 배관 시스템의 최대 결점인 배수 소음 및 결로를 별도의 방음 및 보온 작업을 하지 않고도 배수소음 및 결로를 획기적으로 줄일 수 있는 공법을 개발하여, 국내 유수의 건설 업체에 납품하여 뛰어난 성능을 인정받게 되었다. 동종업계에서 국내 최대의 생산 설비와자동화 제조 공정을 갖추고 최고의 품질관리 시스템을 가동하여, 부적합품 발생 방지에 주력하고 있으며 사후 관리에도 만전을 기하고 있다. 또한 두리화학(주)는 기업의 최대 목적인 이윤을 추구함에 있어 사회적 책임을 다하고, "고객감동경영"의 경영철학을 바탕으로 무한경쟁시대의 21세기를 맞아, 항상 고객과 함께 연구하고 발전하는 기업으로 거듭날 것을 고객 앞에 다짐한다.

• Product Safety
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• s.246
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• pp.40-43
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• 2014

두리화학(주)는 1974년 모체 공장인 대성화학을 창립한 이래 플라스틱 배관자재 생산 전문업체로 성장 발전해 왔다. 그동안 고객의 욕구를 충족시키고 고객 감동경영을 실현하기 위해 부단히 노력해 온 두리화학(주)는, 최근 공동주택 배관시스템의 최대 결점인 배수 소음 및 결로를 별도의 방음 및 보온 작업을 하지 않고도 배수 소음 및 결로를 획기적으로 줄일 수 있는 공법을 개발하여, 국내 유수의 건설 업체에 납품하여 뛰어난 성능을 인정받게 되었다. 동종업계에서 국내 최대의 생산 설비와 자동화 제조 공정을 갖추고 최고의 품질관리 시스템을 가동하여, 부적합품 발생방지에 주력하고 있으며 사후 관리에도 만전을 기하고 있다. 또한 두리화학(주)는 기업의 최대 목적인 이윤을 추구함에 있어 사회적 책임을 다하고 "고객감동경영"의 경영철학을 바탕으로 무한 경쟁시대의 21세기를 맞아, 항상 고객과 함께 연구하고 발전하는 기업으로 거듭날 것을 다짐했다.

• Journal of the Korean Geotechnical Society
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• v.25 no.9
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• pp.45-55
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• 2009

The quality of railroad trackbed fills has been controlled by field measurements of density and bearing resistance of plate-load tests. The control measures are compatible with the design procedures whose design parameter is $k_{30}$ for both ordinary-speed railways and high-speed railways. However, one of fatal flaws of the design procedures is that there are no simple laboratory measurement procedures for the design parameters ($k_{30}$ or, $E_{v2}$ and $E_{v2}/E_{v1}$) in design stage. To overcome the defect, the compressional wave velocity was adopted as a control measure, in parallel with the advent of the new design procedure, and its measurement technique was proposed in the preliminary investigation. The key concept of the quality control procedure is that the target value for field compaction control is the compressional wave velocity determined at optimum moisture content using modified compaction test, and direct-arrival method is used for the field measurements during construction, which is simple and reliable enough for practice engineers to access. This direct-arrival method is well-suited for such a shallow and homogeneous fill lift in terms of applicability and cost effectiveness. The sensitivity of direct-arrival test results according to the compaction quality was demonstrated at a test site, and it was concluded that compressional wave velocity can be effectively used as quality control measure. The experimental background far the companion study (Park et al., 2009) was established through field and laboratory measurements of the compressional wave velocity.