Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 1999.03a
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- Pages.217-224
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- 1999
Effect of Pile Head Constraint on Lateral Behavior of Single Rigid Pile in Two-Layered Sand Soil
2개층 사질토지반에서 단일 강성말뚝의 수평거동에 대한 두부 구속영향
Abstract
This Paper shows the results of a series of model tests on the behavior of single rigid Pile, which subjected to lateral load, in non-homogeneous Nak-Dong River sands, consisted of two layers, upper and lower layers. The purpose of the present paper is to investigate the effect of ratio of lower layer thickness to embedded pile length ratio of soil modules of upper to lower layer (E