현장시험에 의한 사질지반의 수평방향 지반반력계수 추정에 관한 연구

A Study on the Estimation of the Coefficient of Horizontal Subgrade Reaction for Sandy Soil by Field Tests

  • 천병식 (한양대학교 공과대학 토목공학과) ;
  • 서덕동 (대림산업(주) 기술연구소) ;
  • 장영상 (대림산업(주)) ;
  • 안익균 (대림산업(주) 기술연구소) ;
  • 이진구 (한국해외기술공사 지반부)
  • 발행 : 2005.03.25

초록

In this paper, the Coefficient of Subgrade Reaction was analyzed from the data which were the results of lateral pile loading tests and pressuremeter tests on construction sites. The prediction method with N-value was compared with lateral pile loading tests and the results of lateral pile loading tests were compared with the prediction method considering diameter of a pile. Also, the results of lateral pressuremeter tests were compared with those of lateral pile loading tests. As a result, consideration for a diameter and lateral deformation of a pile was needed when the coefficient of horizontal subgrade reaction is presumed. Therefore, a formula which is taking into account the allowable deformation of a pile was suggested from lateral pressuremeter tests in this study.

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