EFFECT OF SKIN FRICTION ON THE DIRECTIONAL STABILITY OF DRIVEN PILES DURING DRIVING

被引:0
|
作者
沈锡英
高大钊
机构
[1] Geotechnical Engineering Department of Tongji University
[2] Shanghai
关键词
pile; skin friction; directional stability; Mathieu equation; critical length;
D O I
暂无
中图分类号
学科分类号
摘要
In this paper, the driving forces at a pile top are considerea as a periodic load during driving and the Mathieu equation is derived. From the stability charts of this equation, we can obtain the critical length of the pile, and the effect of skin friction upon the critical length is discussed.
引用
收藏
页码:1143 / 1148
页数:6
相关论文
共 50 条
  • [1] DIRECTIONAL STABILITY OF DRIVEN PILES
    BURGESS, IW
    GEOTECHNIQUE, 1975, 25 (02): : 413 - 416
  • [2] SKIN FRICTION DISTRIBUTION ALONG DRIVEN PILES
    JOSHI, RC
    SHARMA, HD
    SPARROW, D
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 2, 1989, : 929 - 932
  • [3] SKIN FRICTION OF DRIVEN PILES IN CALCAREOUS SANDS
    ISMAEL, NF
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (01): : 135 - 139
  • [4] THE STABILITY OF SLENDER PILES DURING DRIVING
    LY, BL
    GEOTECHNIQUE, 1980, 30 (03): : 321 - 322
  • [5] STABILITY OF SLENDER PILES DURING DRIVING
    OMAR, RM
    GEOTECHNIQUE, 1978, 28 (02): : 234 - 239
  • [6] STABILITY OF SLENDER PILES DURING DRIVING
    BURGESS, IW
    GEOTECHNIQUE, 1976, 26 (02): : 281 - 292
  • [7] Skin friction of driven piles in pleistocene laminated ground
    Yasufuku, N
    Ochiai, H
    Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2, 2003, : 677 - 680
  • [8] SKIN FRICTION OF DRIVEN PILES IN CALCAREOUS SANDS - DISCUSSION
    BELL, RA
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1991, 117 (03): : 530 - 531
  • [9] The Group Effect on Negative Skin Friction on Piles
    Huang, Ting
    Zheng, Jinhai
    Gong, Weiming
    8TH INTERNATIONAL CONFERENCE ON ASIAN AND PACIFIC COASTS (APAC 2015), 2015, 116 : 802 - 808
  • [10] STABILITY OF SLENDER PILES DURING DRIVING - REPLY
    BURGESS, IW
    GEOTECHNIQUE, 1978, 28 (02): : 239 - 240