Study of the Loading and Buckling of Acicular Piles.

被引：0
|
作者：
Gouvenot, Daniel
机构：
来源：
Annales de l'Institut Technique du Batiment et des Travaux Publics | 1975年 / 334期
关键词：
COLUMNS - Buckling - PILES - Bearing Capacity;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The problem of the buckling of deep foundations is discussed. The experiments described have shown that, in order to observe the buckling of piles it was necessary both for the piles to be very slender and for the soils to be noncohesive. The tests carried out in ordinary soils (sands and clays) have made it possible to confirm the good performance of piles of small diameters (10 to 15 cm) even when they are very slender. Measurements of deformation of the piles by stress gage have made it possible to observe the behavior of the foundation in the course of loading.
引用
收藏
页码：25 / 39
相关论文
共 50 条
  • [1] Test Loading of Large Foundation Piles.
    Prommersberger, Gerhard
    Eisenbahningenieur, 1984, 35 (10): : 476 - 484
  • [2] Permissible Loading of Large-Diameter Bored Piles.
    Feda, Jaroslav
    1600, (63):
  • [3] Operative treatment of piles.
    不详
    LANCET, 1931, 1 : 598 - 599
  • [4] STEEL BEARING PILES.
    Waite, D.
    Consulting Engineer (London), 1975, 39 (07):
  • [5] EFFICIENCY OF GROUP OF PILES.
    Venkatanarayana, P.
    Ratnakumar, Manohar
    1600, (14):
  • [6] SKIN RESISTANCE OF TENSION PILES.
    Tejchman, A.
    1976, 1 . (02): : 573 - 576
  • [7] RECLAMATION OF OPENCUT SPOIL PILES.
    Anon
    1600, (68):
  • [8] DYNAMIC CHARACTERISTICS OF TAPERED PILES.
    Ghosh, D.P.
    1600, (15):
  • [9] SETTLEMENT ANALYSIS OF DRIVEN PILES.
    Petrasovits, G.
    Acta Technica (Budapest), 1975, 80 (3-4): : 343 - 351
  • [10] SOIL IMPROVEMENT WITH GRANULAR PILES.
    Ranjan, Gopal
    Govind Rao, B.
    Indian geotechnical journal, 1987, 17 (02): : 103 - 120
12345