BEARING CAPACITY AND SETTLEMENT OF SPREAD FOUNDATION UNDER VERTICAL AND HORIZONTAL COMBINED LOAD AFTER REACHING ULTIMATE BEARING CAPACITY

被引：0
|
作者：
Ohtsuka, Shuhei [1 ]
Tamura, Shuji [2 ]
机构：
[1] Taisei Corporation, Tokyo Institute of Technology, Japan
[2] School of Environment and Society, Tokyo Institute of Technology, Japan
来源：
Journal of Structural and Construction Engineering | 2024年 / 89卷 / 822期
关键词：
Failure; (mechanical);
D O I：
10.3130/aijs.89.862
中图分类号：
学科分类号：
摘要：
The aim of this study is to clarify characteristics of bearing capacity and settlement of spread foundation after reaching ultimate bearing capacity under horizontal and vertical combined loads. A formula that can equivalate bearing capacity after reaching ultimate bearing capacity was presented. In addition, the validity of the proposed method was examined by experimental results. These results show that settlement of spread foundation after reaching ultimate bearing capacity is little. © 2024 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码：862 / 868
相关论文
共 50 条
  • [41] Study on bearing capacity and settlement of shallow foundation with void
    Peng, Fangle
    Makoto, Kiyosumi
    Gao, Wei
    Masatoshi, Ohuchi
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2007, 26 (06): : 1123 - 1131
  • [42] Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force
    Huang Zhanfang
    Bai Xiaohong
    Yin Chao
    Wang Yanping
    PLOS ONE, 2020, 15 (03):
  • [43] Prediction of vertical ultimate bearing capacity of PHC piles
    Guo, Hong-Lei
    He, Wen
    Hu, Yi-Bing
    Wang, Yuan-Han
    Gongcheng Lixue/Engineering Mechanics, 2004, 21 (03): : 78 - 83
  • [44] Intelligent prediction of pile vertical ultimate bearing capacity
    Liu, Minggui
    Yue, Xianghong
    Yang, Yongbo
    Li, Qi
    Zhang, Jie
    Geophysical Solutions for Environment and Engineering, Vol 1 and 2, 2006, : 905 - 910
  • [45] Bearing capacity of shallow foundation under cyclic load on cohesive soil
    Panique Lazcano, Daniel R.
    Galindo Aires, Ruben
    Patino Nieto, Hernan
    COMPUTERS AND GEOTECHNICS, 2020, 123 (123)
  • [46] A new approach to the estimation of settlement and ultimate bearing capacity of stone columns supported shallow foundation
    Ng, K. S.
    Tan, S. A.
    Sun, J.
    NUMERICAL METHODS IN GEOTECHNICAL ENGINEERING, VOL 1, 2014, : 541 - 546
  • [47] Numerical Analysis of the Influence of Vertical Load on the horizontal bearing capacity of Single Pile
    Xiao, Zhaoyun
    Zhang, Guoxun
    Xu, Wei
    Xue, Zhongming
    SUSTAINABLE DEVELOPMENT OF URBAN ENVIRONMENT AND BUILDING MATERIAL, PTS 1-4, 2012, 374-377 : 1947 - +
  • [48] Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils
    Boiko, Igor L.
    Alhassan, Musa
    MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, 2013, 57 : 207 - 212
  • [49] Analysis of bearing capacity of suction bucket foundation under combined loading
    Wu, Ke
    Luan, Maotian
    Fan, Qinglai
    Wang, Zhiyun
    ASIAN AND PACIFIC COASTS 2007, 2007, : 649 - 652
  • [50] The Research on Compressive Bearing Capacity and Horizontal Bearing Capacity after Reinforcement of the Defective Pipe
    Xu Jin
    He Jing
    CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT, 2010, : 533 - +
12345