Study of longitudinal vibrations of pile in saturated soil based on layer method

被引:0
|
作者
Liu Lin-chao [1 ]
Yang Xiao [2 ]
机构
[1] Xinyang Normal Univ, Sch Civil Engn, Xinyang 464000, Peoples R China
[2] Shanghai Univ, Dept Civil Engn, Shanghai 200072, Peoples R China
关键词
porous medium; saturated soil; longitudinal vibrations; dynamic impedance; layer method;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on porous medium theory, the longitudinal coupled vibrations of saturated soil-pile is investigated with layer method by regarding soil around of the pile as saturated porous medium. A comparative analysis between the results of the three-dimensional model and Novak layer method is carried out; and validity of the results is shown. The influences of main mechanical parameters of pile and soil on dynamic behaviors of coupled system is analyzed; the results indicate that the length-diameter ratio and modulus ratio of pile and soil have a great effect on dynamic behaviors of the pile in saturated soil; while the influences of damping coefficient and coupling coefficient are smaller.
引用
收藏
页码:92 / 98
页数:7
相关论文
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