The Study of Load Test Method for In-Site Casting Pile In High Rise Building.

초고층에서의 현장타설말뚝 재하시험방법 고찰

  • Kim, Dae-Hak (Unicorn Technical Institute (UTI) Attached To Korea Construction Quality Test & Analysis(KCQT)) ;
  • Hong, Young-Kil (Dept. of Civil Engineering, Hanllym College) ;
  • Han, Sung-Moo (Unicorn Technical Institute (UTI) Attached To Korea Construction Quality Test & Analysis(KCQT)) ;
  • Gu, Ung-Hwoe (Seoyoung Engineering) ;
  • Park, Chan-Duck (Daewoo Engineering)
  • 김대학 (한국건설품질시험원 부설 유니콘기술연구소) ;
  • 홍영길 (한림성심대학교 토목공학과) ;
  • 한성무 (한국건설품질시험원 부설 유니콘기술연구소) ;
  • 구웅회 (서영엔지니어링) ;
  • 박찬덕 (대우엔지니어링)
  • Published : 2008.03.28

Abstract

Modern city have had a lot of high-rise building in high standards and multi-level performance. Using of city space reach better stages by using integration. These skyscraper have increased working load on ground. that building is efficiently designed for that soil capacity is well applied. With material side, big size pile, high strength concrete and high strength steel is used for that getting enough lobby space and resisting load increased of high-rise building. limit load test and load transmitted test can make soil capacity optimized. By the way, method of measuring pile capacity is more advanced and bigger. pile type applied by high rise building have underground excavation space, also reflect regional soil property and have some fact reviewed. A lot of high rise building recently is built as land mark in Seoul, Busan and Incheon. about method of measuring capacity of foundation pile, example of construction field is compared and reviewed.

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