Resistance of inner soil to the vertical vibration of pipe piles

被引：24
|
作者：
Zheng, Changjie [1 ,2 ]
Liu, Hanlong [1 ,2 ]
Ding, Xuanming [1 ,2 ]
Kouretzis, George [3 ]
机构：
[1] Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[3] Univ Newcastle, Fac Engn & Built Environm, ARC Ctr Excellence Geotech Sci & Engn, Callaghan, NSW 2308, Australia
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2017年 / 94卷
基金：
中国国家自然科学基金;
关键词：
Pipe pile; Soil resistance; Inner soil; Analytical solution;
D O I：
10.1016/j.soildyn.2017.01.002
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The resistance offered by the inner soil to the vertical oscillation of an end-bearing pipe pile is studied analytically. The differences in the resistance to pile vibrations associated with the inner soil and the outer soil are underlined via example applications and theoretical considerations. Simplified, reduced solutions are also derived, to further investigate the wave propagation mechanisms governing the problem.
引用
收藏
页码：83 / 87
页数：5
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