Analysis far Behavior of Substructure Considering Characteristics of Pile and Soil

Pile과 지반특성을 고려한 기초구조물의 거동해석

  • 안주옥 (경희대학교 토목공학과) ;
  • 공천석 (경희대학교 토목공학과) ;
  • 정영묵 (대한컨설턴트) ;
  • 임정열 (한국수자원공사 수자원연구소 지반구조팀)
  • Published : 2000.04.01

Abstract

This thesis investigated the behavior of super structure by varying the factors such as the change of pile rigidity, the characteristics of soil and the constraint condition of support. The results of this study are as follows; 1. The pile rigidity in the Fig 3.3 computed by the rotating deformed plane method becomes the elastic range at approximately about 5.1 m (D : 1.0 m) below the ground level. This result is consistent with the previous study that the pile deformation occurs approximately 3 to 6 times pile diameter from the pile head. 2. The values of forces and deformations for the structure-pile system in Y-direction appeared larger than that in X-direction, since the pile rigidity and constraint condition of support were changed as shown Fig.3.5 to 3.8. 3. The current practice for the analysis of structure-pile system has not considered the variation of pile rigidity and the constraint condition of support. So, the analysis of structure-pile system with large difference in super-structure rigidity must includes these factors in both X and Y directions.

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