Inclination Factors for Strip Footings on Non-Homogeneous Clay

被引：4
|
作者：
Ouahab, M. Y. [1 ]
Mabrouki, A. [1 ]
Mellas, M. [1 ]
Benmeddour, D. [1 ]
机构：
[1] Biskra Univ, LRGC Civil Engn Res Lab, Biskra, Algeria
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2017年 / 54卷 / 03期
关键词：
BEARING CAPACITY; FOUNDATIONS; STRENGTH;
D O I：
10.1007/s11204-017-9450-8
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
In offshore industry, foundations are subjected to vertical and horizontal loads due to the self-weight and wind or wave forces, and they are founded on non-homogeneous deposits where the strength increases with depth. This paper aims to evaluate the inclination factor through the study of the undrained bearing capacity of strip footings on non-homogeneous clay under inclined loading. An expression of the inclination factor is proposed.
引用
收藏
页码：155 / 160
页数：6
相关论文
共 50 条
  • [21] Interaction analysis of strip footing resting on a non-homogeneous elastic medium
    Chandrashekhara, K
    Antony, SJ
    COMPUTERS & STRUCTURES, 1996, 60 (01) : 79 - 86
  • [22] HOMOGENEOUS AND NON-HOMOGENEOUS DUALITY
    PASHENKOV, VV
    RUSSIAN MATHEMATICAL SURVEYS, 1987, 42 (05) : 95 - 121
  • [23] Solution to 1-D consolidation of non-homogeneous soft clay
    谢康和
    温介邦
    夏建中
    Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2005, (S1) : 29 - 34
  • [24] The influence of load inclination on the undrained bearing capacity of strip footings on slopes
    Georgiadis, Konstantinos
    COMPUTERS AND GEOTECHNICS, 2010, 37 (03) : 311 - 322
  • [25] Effect of Compressibility on Undrained Bearing Capacity of Circular Embedded Footings Resting on Non-homogeneous Ground
    Bhushan, J. Y. V. Shiva
    Reddy, G. V. Narasimha
    Madhav, Madhira R.
    INDIAN GEOTECHNICAL JOURNAL, 2023, 53 (05) : 1089 - 1102
  • [26] The Response of Caisson Induced by Adjacent Spudcan Penetration in Non-Homogeneous Clay
    Peng, Xi
    Qi, Yongle
    Zhou, Mi
    Zhang, Xihong
    Tian, Yinghui
    Li, Jinhui
    SSRN, 2023,
  • [27] Solution to 1-D consolidation of non-homogeneous soft clay
    Kang-he Xie
    Jie-bang Wen
    Jian-zhong Xia
    Journal of Zhejiang University-SCIENCE A, 2005, 6 (Suppl 1): : 29 - 34
  • [28] Effect of Compressibility on Undrained Bearing Capacity of Circular Embedded Footings Resting on Non-homogeneous Ground
    J. Y. V. Shiva Bhushan
    G. V. Narasimha Reddy
    Madhira R. Madhav
    Indian Geotechnical Journal, 2023, 53 : 1089 - 1102
  • [29] The breaking of a non-homogeneous fiber embedded in an infinite non-homogeneous medium
    Vrbik, J
    Singh, BM
    Rokne, J
    Dhaliwal, RS
    ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND PHYSIK, 2003, 54 (02): : 212 - 223
  • [30] The breaking of a non-homogeneous fiber embedded in an infinite non-homogeneous medium
    J. Vrbik
    B. M. Singh
    J. Rokne
    R. S. Dhaliwal
    Zeitschrift für angewandte Mathematik und Physik ZAMP, 2003, 54 : 212 - 223
12345