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http://dx.doi.org/10.7843/kgs.2010.26.11.39

Lateral Resistance Analysis of Single Pile Using Strain Wedge Model in Sand  

Bae, Jong-Soon (Dept. of Civil Eng., Gyeongsang National Univ., Eng. Research Institute)
Kim, Ji-Seong (Dept. of Civil Eng., Gyeongsang National Univ., Eng. Research Institute)
Kim, Sung-Ho (Chunggyung E&D)
Publication Information
Journal of the Korean Geotechnical Society / v.26, no.11, 2010 , pp. 39-46 More about this Journal
Abstract
The magnitude of the lateral resistance that resists the lateral movement of the pile is controlled by the amount of the pile movement and the strength and stiffness of soil. In this paper, we proposed an equation which produces the lateral resistance of the laterally loaded single pile using the strain wedge model of the soil deformation. The results of this equation is compared with results of model test, field test, p-y curve and other methods. It is found that the result of proposed equation is smaller than the result of model test. The results of loading test considerably coincide with those of proposed equation; however, a few of deviations are generated as the displacement of pile head increases. Moreover, coincidences exist between the results of the proposed equation and those of finite difference method.
Keywords
Laterally loaded pile; Lateral resistance; Strain wedge model;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
연도 인용수 순위
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