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Behavior and Lateral Force of H-piles under lateral Soil Movement in Sand  

김영인 (경상대학교 토목환경공학부, 해양산업연구소)
Publication Information
Journal of Ocean Engineering and Technology / v.16, no.6, 2002 , pp. 44-48 More about this Journal
Abstract
In lateral ground flow, slope stability, and land slide problems, H-piles have often been used, on a horizontally deforming ground, to prevent the failure of mass of soil in a downward and outward movement of a slope. Here, theoretical equations are derived to estimate the lateral force, assuming that the Mohr-Coulomb's plastic states occur in the ground, just around H-piles. In this study, some model experiments were performed to check the lateral forces determined from theoretical equations, using several pile widths, heights and various interval ratios between H-piles for sand specimens. The solution of the theoretical equation, derived from previous studies, showed reasonable characteristics for constants of soil, as well as for the interval, widths, and heights of H-Pile.
Keywords
Lateral Force; Sliding Surface; Interval Ratio; Lateral Ground Flow; Sliding Mass; Plastic Deformation;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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