TORSIONAL RESPONSE OF PILES IN NONHOMOGENEOUS SOIL.

被引:0
|
作者
Chow, Yean K. [1 ]
机构
[1] Natl Univ of Singapore, Dep of Civil, Engineering, Singapore, Singapore, Natl Univ of Singapore, Dep of Civil Engineering, Singapore, Singapore
来源
Journal of Geotechnical Engineering | 1985年 / 111卷 / 07期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
4
引用
收藏
页码:942 / 947
相关论文
共 50 条
  • [1] TORSIONAL RESPONSE OF PILES IN NONHOMOGENEOUS SOIL
    CHOW, YK
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1985, 111 (07): : 942 - 947
  • [2] Investigation of the torsional behaviour of circular piles in double-layered nonhomogeneous soil
    Zou, Xinjun
    Zhao, Lingjie
    Zhou, Mi
    Tian, Yinghui
    APPLIED OCEAN RESEARCH, 2020, 98
  • [3] LINEAR AXI-SYMMETRIC FINITE ELEMENT ANALYSIS OF CONCRETE PILES IN NONHOMOGENEOUS CLAY SOIL.
    Pal, S.C.
    Parikh, S.K.
    Indian geotechnical journal, 1980, 10 (03): : 185 - 202
  • [4] Methods for Calculating Electric Potential in Nonhomogeneous Soil.
    Dilecce, B.
    Pugliese, P.
    Labini, M.Sylos
    Energia Elettrica, 1984, 61 (06): : 254 - 267
  • [5] SETTLEMENT OF SINGLE PILES IN NONHOMOGENEOUS SOIL
    POULOS, HG
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1979, 105 (05): : 627 - 641
  • [6] TORSIONAL DISPLACEMENTS AND STRESSES IN NONHOMOGENEOUS SOIL
    GAZETAS, G
    GEOTECHNIQUE, 1981, 31 (04): : 487 - 496
  • [7] TORSIONAL RESISTANCE OF SINGLE PILE IN LAYERED SOIL.
    Hache, R.A.G.
    Valsangkar, A.J.
    Journal of geotechnical engineering, 1988, 114 (02): : 216 - 220
  • [8] Inelastic transient analysis of piles in nonhomogeneous soil
    Kuecuekarslan, S.
    Banerjee, P. K.
    STRUCTURAL ENGINEERING AND MECHANICS, 2007, 26 (05) : 545 - 556
  • [9] EFFECTS OF NEGATIVE SKIN FRICTION ON PILES IN LAYERED SOIL.
    Kog, Y.C.
    Karunaratne, G.P.
    Lee, S.L.
    Geotechnical Engineering, 1986, 17 (02): : 211 - 234
  • [10] NUMERICAL SIMULATIONS OF SOIL-WATER FLOW DURING WETTING IN A NONHOMOGENEOUS SOIL.
    Higuchi, Masao
    Journal of Hydrology, 1984, 74 (3-4) : 323 - 334