Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays

被引：65
|
作者：
Merifield, R. S. [1 ]
Nguyen, V. Q. [1 ]
机构：
[1] Univ Southern Queensland, Toowoomba, Qld, Australia
来源：
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL | 2006年 / 1卷 / 02期
关键词：
Deformation; Numerical modelling; Strip footing; Square footing; Circular footing; Layered soils; Bearing capacity; Bearing-capacity factor; Clays;
D O I：
10.1080/17486020600632637
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, square and circular footings resting on layered clays. The soil profile consists of two clay layers with different thicknesses and properties. The results are compared with previous solutions for strip footings on layered clays. The bearing-capacity behaviour is discussed and the bearing-capacity factors are given for various cases involving a range of layer thicknesses and properties of the two clay soil layers.
引用
收藏
页码：151 / 162
页数：12
相关论文
共 50 条
  • [1] Two- and three-dimensional bearing capacity of footings in sand
    Lyamin, A. V.
    Salgado, R.
    Sloan, S. W.
    Prezzi, M.
    [J]. GEOTECHNIQUE, 2007, 57 (08): : 647 - 662
  • [2] Two- and three-dimensional bearing capacity of footings in sand - Discussion
    Lyamin, A. V.
    Salgado, R.
    Sloan, A. W.
    Prezzi, M.
    [J]. GEOTECHNIQUE, 2008, 58 (07): : 609 - 610
  • [3] Three-Dimensional Large Deformation FE Analysis of Square Footings in Two-Layered Clays
    Yu, Long
    Liu, Jun
    Kong, Xian-jing
    Hu, Yuxia
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2011, 137 (01) : 52 - 58
  • [4] Rigorous plasticity solutions for the bearing capacity of two-layered clays
    Merifield, RS
    Sloan, SW
    Yu, HS
    [J]. GEOTECHNIQUE, 1999, 49 (04): : 471 - 490
  • [5] Shape Effects on Bearing Capacity of Footings on Two-Layered Clay
    Konstantina Papadopoulou
    George Gazetas
    [J]. Geotechnical and Geological Engineering, 2020, 38 : 1347 - 1370
  • [6] Shape Effects on Bearing Capacity of Footings on Two-Layered Clay
    Papadopoulou, Konstantina
    Gazetas, George
    [J]. GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (02) : 1347 - 1370
  • [7] 3-Dimensional Bearing Capacity of Strip and Square Footings on Two-Layered Clay
    Papadopoulou, Konstantina
    Gazetas, George
    [J]. GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2024, 42 (05) : 4153 - 4170
  • [8] New and Simple Equations for Ultimate Bearing Capacity of Strip Footings on Two-Layered Clays: Numerical study
    Ahmadi, M. M.
    Kouchaki, B. Mofarraj
    [J]. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016, 16 (04)
  • [9] Two- and three-dimensional bearing capacity of foundations in clay
    Salgado, R
    Lyamin, AV
    Sloan, SW
    Yu, HS
    [J]. GEOTECHNIQUE, 2004, 54 (05): : 297 - 306
  • [10] Undrained bearing capacity of ring foundations on two-layered clays
    Lee, Joon Kyu
    Jeong, Sangseom
    Shang, Julie Q.
    [J]. OCEAN ENGINEERING, 2016, 119 : 47 - 57
12345