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
  • [31] Load transfer and bearing capacity of inclined pile under vertical load
    Department of Civil Engineering, Tianjin University, Tianjin 300072, China
    Yantu Gongcheng Xuebao, 2008, 3 (323-330):
  • [32] Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load-a critical assessment
    Behera, Rabi Narayan
    Patra, Chittaranjan
    Das, B. M.
    Sivakugan, N.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (07) : 897 - 905
  • [33] The ultimate bearing capacity of reinforced foundation by variational solution
    Chen, Rong
    Luan, Mao-Tian
    Hao, Dong-Xue
    Zhao, Wei
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2010, 32 (05): : 774 - 779
  • [34] ULTIMATE BEARING CAPACITY OF FOUNDATIONS ON LAYERED SOILS UNDER INCLINED LOAD
    MEYERHOF, GG
    HANNA, AM
    CANADIAN GEOTECHNICAL JOURNAL, 1978, 15 (04) : 565 - 572
  • [35] RESEARCH ON ULTIMATE BEARING CAPACITY OF SHALLOW SQUARE FOUNDATION
    Yang, Xingwang
    Qiao, Chunsheng
    CONSTRUCTION AND MAINTENANCE OF RAILWAY INFRASTRUCTURE IN COMPLEX ENVIRONMENT, 2014, : 325 - 328
  • [36] Research on horizontal ultimate bearing capacity of suction bucket foundation in saturated sand ground
    Jin Shu-cheng
    Zhang Yong-tao
    Yang Yan-hua
    Li Bing
    ROCK AND SOIL MECHANICS, 2013, 34 : 221 - 227
  • [37] Bearing capacity of pile groups under vertical eccentric load
    Di Laora, Raffaele
    de Sanctis, Luca
    Aversa, Stefano
    ACTA GEOTECHNICA, 2019, 14 (01) : 193 - 205
  • [38] Numerical analysis of ultimate bearing capacity of embedded foundation
    Mei, Ling
    Zhou, Aizhao
    Jiang, Pengming
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 766 - 771
  • [39] Bearing capacity of pile groups under vertical eccentric load
    Raffaele Di Laora
    Luca de Sanctis
    Stefano Aversa
    Acta Geotechnica, 2019, 14 : 193 - 205
  • [40] Ultimate bearing capacity of saturated reinforced horizontal ground
    Huang, C. -C.
    GEOSYNTHETICS INTERNATIONAL, 2016, 23 (01) : 1 - 8
12345