Comparison and Analysis of Bearing Capacity Calculation Results for Shallow Foundation

얕은 기초의 지지력 산정결과를 이용한 비교 및 분석에 관한 연구

  • 천병식 (한양대학교 공과대학 토목공학과) ;
  • 이정훈 (쌍용건설) ;
  • 김종환 (한양대학교 대학원 토목공학과) ;
  • 공진영 (한양대학교 대학원 토목공학과)
  • Published : 2008.03.28

Abstract

The best way to gain optimal results on the bearing capacity is to perform the plate bearing test on field but it is not always possible. In the case of not performing the bearing test but estimating bearing capacity equations, it is not yet determined what equation is appliable. In this paper the results of bearing capacity equation and the loading tests of 12 samples were compared and what the one is more reliable than others was verified. The comparison showed that the range of the values using Hansen's equation was 0.67 and 1.44 times of the measured, that of Vesic's was 0.71 and 1.27, that of Meyerhof is 0.69 and 1.1, and that of Terzaghi was 0.87 and 1.57.

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