Earticle

초록

영어

According as structure becomes skyscraper-ization, bigger and importance of land price environmental problem etc. increases, special pile method that use in only usual earthwork is used some in architecture works.
According as safety realization of structure with introduction of an earthquake resistant design, file used for foundation structure need bigger intrusion and bearing power Therefore, it is selection and real condition that new public law is required of pile foundation that consider necessary basic data acquisition and economy that do reasonable construction project establishment, static pile load test and dynamic pile load test, soil quality basic data assembling flag age of forty years and stability in pile foundation design through soil survey of site.

목차

Abstract
 1. 서 론
  1.1 연구배경 및 목적
  1.2 연구범위 및 방법
 2. 이론적 고찰
  2.1 말뚝의 종류
  2.2 말뚝공법별 특성
  2.3 말뚝의 축방향지지력
 3. 고강도 강관말뚝의 적용 현장 관련자료
  3.1 개요
  3.2 지반조사
  3.3 기반암 상부심도
  3.4 부주면 마찰력
  3.5 고강도 강관말뚝 재하시험
 4. 고강도 강관말뚝의 적용성 분석
  4.1 국내의 시공실적
  4.2 말뚝 공사 계획
  4.3 공법별 공사비
  4.4 경제성 비교
 5. 결 론
 참고문헌

키워드

저자

• 이종일 [ Lee, Jong-Il | 동명대학교 건축공학과 부교수, 공학박사 ]
• 임남기 [ Lim, Nam-Gi | 동명대학교 건축공학과 부교수, 공학박사 ] 교신저자

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]

• 간기

  격월간

• pISSN

  1229-5752

• 수록기간

  1999~2026

• 등재여부

  KCI 등재

• 십진분류

  KDC 540 DDC 690