• Proceedings of the Korean Geotechical Society Conference
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• 2005.03a
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• pp.948-955
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• 2005

In this case of study, Incheon International Airport 2nd phase site preparation 1st section estimated final settlement to improve soft ground. Final settlement is very important in preloading method. Recently, Hyperbolic method, Hoshino method and Asaoka method are used mostly in prediction of final settlement and this paper, Comparing a result of Final settlement, used to Artificial Neural Network. The structure of Dynamic Artificial Neural Network which predicted Final settlement, has application to Young_Jong Island other site, If new investigation data will be added. Also, It is expected to save measuring_system cost in soft ground.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2004.11a
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• pp.20-25
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• 2004

On July $18^{th}$, 2003, Incheon International Airport Corporation(lIAC) signed the Construction Management Service Contract with KIDS consortium (composed of Kun-Won Eng., ITM Corp, Do-Hwa Eng, Space Croup) for the $2^{nd}$ phase construction protect consists of landfill, $\#3$ runway, remote Concourse, IAT, BHS, cargo terminal, etc scheduled to be finished by the end of 2008. KIDS dispatched qualified engineers to the Construction Management Division of IIAC for providing technical assistance to IIAC members to pursue project goals in tulle. within budget with appropriate quality level to build one of leading hul] airports for the Northeast Asia legion in the $21^{st}$ century. The work scope covers upgrading various project procedures and related computer programs, cost and schedule control, design supervision for building design including support systerns such as HVAC, fire protection, elevators and escalators, boarding bridges, electrical and communication systems, and technical support for IAT/BHS, QA/QC, field test and inspection, start-up and commissioning, etc. The purpose of this paper is to introduce the major activities of the Construction Management Services performing at the IIA project for your reference.

• Journal of Korean Society of Transportation
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• v.20 no.4
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• pp.197-212
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• 2002

지난 2001년 3월 말 개항된 인천국제공항은 대규모의 현대화된 시설을 갖춘 첨단공항이지만 일부 시설은 수용 목표 연도인 2005년보다 훨씬 빨리 그 용량이 포화상태에 이를 것으로 전망되고 있다. 특히 44개에 불과한 탑승구는 개항과 동시에 첨두시간의 수요에 미치지 못하여 항공기가 원격주기장에 대기하는 경우가 발생하고 있다. 탑승구와 원격주기장을 합한 전체 주기장 60개도 2002년에는 포화상태에 도달할 것으로 예상되어 현 인천국제공항 1단계시설의 처리능력 향상을 위한 시설별 용량 불균형 해소 방안이 시급히 요청되고 있다. 이 연구에서는 현 인천국제공항의 시설별 용량을 점검하고 조기 포화가 예상되는 시설을 밝혀낸 후 2002년부터 건설에 착수하는 2단계 건설계획의 투자방향을 제시한다. 아울러 현재의 인천국제공항이 안고 있는 시설과 운영상의 문제점을 분석하고 이를 보완 또는 개선할 수 있는 정책방향을 제시한다.

• Proceedings of the Korean Geotechical Society Conference
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• 2003.03a
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• pp.701-708
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• 2003

Recently, piezocone penetration test is frequently conformed in order to estimate the characteristics of soft ground with standard penetration test, generally used in the past. The soil characteristics, such as cone penetration resistance, friction resistence and excessive pore water pressure, can be evaluated continuously through the piezocone penetration test. In Incheon International Airport 2nd phase site preparation, standard penetration test and piezocone penetration test were used in order to increase the confidence for determination of soft ground depth. And the compressible layer was determined by the comparison between the preconsolidation pressure and the designed increase pressure. As the results, the relation between standard penetration test and piezocone penetration test shows q$_{c}$=(1.09~l.63)N at the soft ground, determined by 5/30 N value. And q$_{c}$=(1.21~l.98)N was shown at the point of compressible layer, evaluated by the preconsolidation pressure. These results were applied to determination for the depth of soft ground and to design the improvement for the soft clay.lay.