Analysis on Dynamic Stability of Cuneiform Pile under Vertical Harmonic Loads

Article Preview

Abstract:

We discussed the problems of dynamic stability of cuneiform pile under vertical dynamic load, and studied the influence of parameters resonance and soil resisting force on dynamic stability of foundation pile.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

290-293

Citation:

Online since:

May 2011

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Qiang Sun, Dajun Yang: Engineering Mechanics Vol. 14(1997), pp.87-91, in Chinese.

Google Scholar

[2] Qiang Sun, Benfu Zhang: Industrial Construction Vol. 28(1998), pp.15-17, in Chinese.

Google Scholar

[3] Qiang Sun: Sichuan Institute of Building Research Vol. 88(1999), pp.44-46, in Chinese.

Google Scholar

[4] Qiang Sun, Siwei Cai: Mechanics in Engineering Vol. 1(1997), pp.43-45, in Chinese.

Google Scholar

[5] Hui Wang, Qiang Sun, Siwei Cai: Engineering Mechanics Supplement Vol. 1(1995), pp.1116-1124, in Chinese.

Google Scholar

[6] Xiangting Zhang: Mechanical vibration Mechanics (China Tong Ji University Press, ShangHai, 1995), in Chinese.

Google Scholar

[7] Xinjiang Wei: Mechanics in Engineering Vol. 20(1998), pp.50-52, in Chinese.

Google Scholar

[8] Yaozhuang Li, Yisun Wang: Journal of Hunan University Vol. 27(2000), pp.92-96, in Chinese.

Google Scholar

[9] Xiying Shen: Engineering Mechanics Vol. 9(1992), pp.136-142, in Chinese.

Google Scholar

[10] Shiqiang Shen and Qihui Zheng: Journal of Xi'An University of Architecture and Technology Vol. 27(1995), pp.309-313, in Chinese.

Google Scholar