• Journal of the Korean Geotechnical Society
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• v.26 no.6
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• pp.39-44
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• 2010

In case of the design method, which is used in the inside and outside of the country, on corrugated multi plate structures, section modulus would be determined by assuming 2-dementioanl equivalent section of those structures. However, it is impossible to consider 3-dimentional effects when 2-dimentional design method is applied since structures are reinforced with a pattern of the 1200, 1600 mm reinforcements except the 800 mm reinforcement. Thus, in this study, technical specification standard is analyzed for the existing corrugated multi plate design methods, and section strengths, moments, and so on of equivalent and practical sections are compared and estimated using 3-dimentional FEM (finite element method) for semicircles and architectural features widely used. Based on the results of that analysis, analytical basis for 3-dimentional design of the CBS-RIB is suggested.

• Journal of Korean Tunnelling and Underground Space Association
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• v.17 no.4
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• pp.415-428
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• 2015

With increase of the extension of long tunnels and urban tunnelling, demands on the new tunnelling technologies are raised. Currently, drilling and blasting tunnel construction method is mostly used, however, because of sever blast vibration for some occasions, complaints from local residents and rock damages are inevitable. Accordingly, TBM tunnelling is more efficient and effective for such conditions. Nevertheless, tunnel construction costs of TBM cannot compete that of the drill and blasting method in Korea. To overcome such limitations, various TBM equipments and construction technologies are required. In addition, continuous revision of the design standard and specification are required. In this study, a detailed explanation regarding the revised version of TBM section in the tunnel standard specification at 2015 is shown.

• Journal of the Korea Institute of Building Construction
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• v.13 no.4
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• pp.341-350
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• 2013

For this study, a series of interviews with engineers in the Korean construction industry was carried out through a formal workshop format to analyze the causes of the inferior quality of builders' hardware. The authors established the causes of defects in window hardware construction in relation to the three aspects of system, design, and construction as involving the following seven factors: lack of system (including low ability to create construction specifications); low social awareness of the importance of window hardware; low technical capability to create design drawings; low design costs; small manufacturing capacity; low construction cost; and short duration of construction. Among the seven causes, the biggest cause of defects in window hardware construction is the lack of a system (low ability to create construction specifications), followed by low technical capability to create design drawings. In addition, this study carried out basic research to create measures to prevent defects in window hardware construction by analyzing how such causes of defects are distributed depending on the scale of architectural firms and construction companies during actual projects.

• Magazine of korean Tunnelling and Underground Space Association
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• v.14 no.3
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• pp.54-59
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• 2012

• Proceedings of the Korean Institute of Landscape Architecture Conference
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• 2020.06a
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• pp.79-80
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• 2020

• Journal of the Korean Geosynthetics Society
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• v.6 no.1
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• pp.33-38
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• 2007

PVD (Prefabricated Vertical drain) consists of filter and core. An effective PVD has two basic filtration functions ; first to retain soil particle ; and second, to allow water to pass from the soil into the PVD core without clogging or blinding. Clogging which reduces the permeability of the geotextile filter jacket is caused by fine particles penetrating into the geotextile filter jacket in relatively low permeability soil conditions. As clogging performance increases gradually, excess pore water flow from soil is resisted and finally consolidation delays. Current soil-geotextile filter system criteria are generally based on relationships between a representative pore size of the geotextile and particle size of the soil. In Korea, PVD geotextile filter system criteria have been applied by only testing AOS (Apparent Opening Size) of filters without evaluating the filtration and clogging performance on soil-geotexile filter systems. Therefore, the filtration tests on soil-geotexile filter systems were conducted in order to evaluate the filtration and clogging performance with 3 kinds of geotextile filters. On these tests, we have applied geotextile filter system criteria on PVD in ${\bigcirc}{\bigcirc}$ sites.

• Journal of the KSME
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• v.32 no.5
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• pp.456-464
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• 1992

CMM과 CAD/CAM접속(interface)은 1)CMM의 가동률 향상과 자동측정 프로그램 작성의 효율화, 2) 피축정물 측정 기준값의 효율적 작성, 3) CMM의 측정결과의 피드 백에 의한 데이터 해석과 설계시방, 도면의 수정, 4) 설계되지 않은 미지형상의 피측정물을 측정해 CAD/CAM시스템에 의한 모델링과 NC 가공 프로그램의 작성을 주목적으로하여 진행되고 있다. 향후 생산라인 내의 검사 스테이션으로 사용될 수 있도록 CMM 자체의 제약 극복과, 공장자동화를 위한 요소 기술, 기계와의 접속 (interface) 기술개발에 의해 설계, 가공공정에 비해 상대적으로 낙후되어 있는 검사공정의 자동화와 타부문과의 통합화가 촉진될 것으로 전망된다.

• Proceedings of the Korean Geotechical Society Conference
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• 1995.10a
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• pp.17.2-25
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• 1995

한계상태설계법이 지반공학에 도입되었다. 하중과 지지계력수법 그리고 우로코드로 되어있는 본 설계법에서 신뢰성이론을 토대로 한 전자는 북미지역에서, 반통계론적인 후자는 최근에 통합된 유럽연합에서 오래동안 연구 후 채택하였다. 본 논문은 이러한 설계법을 방법론적으로 검토접근하며 다른 선진국의 연구활동을 알아봤으며, 하중과 지지력계수설계법에서 관입말뚝에 대한 지지력계수를 결정하는 합리적인 방법론을 제시하는데 있다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.12 no.1
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• pp.27-38
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• 2000

The collapses and settlement of harbor facilities from earthquakes were known due mostly to liquefaction of reclaimed land. The most harbor quay wa1ls being designed as gravity types in Korea are known susceptible structures to liquefaction because reclaimed land was not treated resistant to earthquake. In this study, liquefaction susceptibility of reclaimed land behind a large quay walls under construction to earthquake was predicted and its stability was analyzed. In addition, liquefaction prediction methods in harbor facilities specification adopted by both Korea and Japan were compared by applying the methods to prediction of liquefaction susceptibility of reclaimed land, respectively.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.667-667
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• 2012

호안블록을 설치하는 목적은 제방의 비탈면 및 저수로 하안을 강수나 유수에 의한 침식작용으로부터 보호하는데 있다. 근래에 들어서는 친수성, 경관, 생태계 보전 및 재생 등과 같은 기능을 가진 다양한 호안블록의 시공이 이루어지고 있는데 이러한 국내 상황은 호안블록에 관한 수리적 연구와 안정성 검토의 필요성을 증가시키고 있다. 현재 국내에서는 호안의 설계 및 시공시에는 하천공사 표준시방서 등을 이용하고 호안블록 제작에는 콘크리트 표준 시방서 등을 이용하고 있다. 그리고 이런 시방서의 내용들은 호안블록 설치 후 호안의 안정성을 보장하는 듯 하다. 하지만 이는 모두 호안블록의 재료 및 설치 기준에 관한 지침서일 뿐이며, 어느것도 호안블록 설치 이후에 호안의 안정성을 보장하지는 않는다. 따라서 현재 국내 상황을 고려한 호안블록 주변의 수리특성에 관한 연구와 안정성 평가 기법의 개발은 매우 시급한 과제이다. 본 연구에서는 한국건설기술연구원 안동 하천실험센터 실규모 수로에 최근 미국과 일본에서 적용하고 있는 호안블록의 안정성 평가 지침을 참고하여 호안블록 시험구간을 설치한 뒤, 서로 다른 형태의 호안블록 두 종류에 대하여 실험을 수행하였다. 실험에 사용된 호안블록은 실재 현장에서 사용되는 블록과 동일한 제품을 사용하였다. 실험 결과 두 종류의 호안블록에서 모두 기반 토층의 침하 현상이 발견되었으며, 그 중에서 블록 중앙에 구멍이 있는 형태의 호안블록의 경우에는 구멍 내부에서 발생한 강한 세굴 현상이 침하로 이어져 결국에는 호안블록이 설치된 구간 전체가 파손되는 양상을 보였다. 또한 유속이 빠른 구간에서 블록의 파손이 더 심화되는 양상도 확인하였다.