Feasibility of pile-shell foundations with prestressed soil beds

被引：0
|
作者：
Z. G. Ter-Martirosyan
Ya. A. Pronozin
M. A. Stepanov
机构：
[1] Moscow State Civil-Engineering University,
[2] Tyumen’ State Architectural and Civil-Engineering University,undefined
来源：
Soil Mechanics and Foundation Engineering | 2012年 / 49卷
关键词：
Bearing Capacity; Pile Group; Pile Foundation; Variable Stiffness; Cement Grout;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Interaction between a large-scale model of a combined pile-shell foundation with a clayey soil bed is examined under field conditions. The influence exerted on the change in the stress-strain state of the soil bed by prestressing of the soil after pressing of the under-shell space and an increase in external load is described
引用
收藏
页码：119 / 123
页数：4
相关论文
共 33 条
  • [21] Kinematic Response of Pile Foundations in Liquefiable Soil of Indo-Gangetic Basin During Earthquake
    Sahay, Narmdeshwar
    Sengupta, Siddhartha
    Kumar, Arun
    Parameshwaran, Lakshmy
    INDIAN GEOTECHNICAL JOURNAL, 2021, 51 (02) : 286 - 314
  • [22] Kinematic Response of Pile Foundations in Liquefiable Soil of Indo-Gangetic Basin During Earthquake
    Narmdeshwar Sahay
    Siddhartha Sengupta
    Arun Kumar
    Lakshmy Parameshwaran
    Indian Geotechnical Journal, 2021, 51 : 286 - 314
  • [23] Time-Dependent Settlement of Pile Foundations Using Five-Parameter Viscoelastic Soil Models
    Mishra, Anumita
    Patra, Nihar R.
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (05)
  • [24] Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations
    Nishant Sharma
    Kaustubh Dasgupta
    Arindam Dey
    Frontiers of Structural and Civil Engineering, 2020, 14 : 62 - 81
  • [25] Optimum lateral extent of soil domain for dynamic SSI analysis of RC framed buildings on pile foundations
    Sharma, Nishant
    Dasgupta, Kaustubh
    Dey, Arindam
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2020, 14 (01) : 62 - 81
  • [26] Numerical Study on the Responses of Suction Pile Foundations under Horizontal Cyclic Loading Considering the Soil Stiffness Degradation
    Wang, Yin
    Qi, Zhen
    Wei, Tongzhong
    Bao, Junji
    Zhang, Xun
    Zhou, Yansheng
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2023, 11 (12)
  • [27] Weakening characteristics of pile group foundations in clayey soil under vertical cyclic loading: Experimental and numerical investigation
    Liu, Ying
    Xu, Panlong
    Liu, Xu
    Ma, Shaokun
    Huang, Zhen
    OCEAN ENGINEERING, 2024, 313
  • [28] Investigation on the Behavior of Conical Shell Foundations Composed of Reactive Powder Concrete Embedded on Sandy Soil
    Fattah, Mohammed Y.
    Waryosh, Walled A.
    Al-Hamdani, Mohammed A. E.
    ADVANCES IN STRUCTURAL ENGINEERING, 2015, 18 (11) : 1859 - 1873
  • [29] Design of Beds and Foundations of Infrastructure for Oil-Gas Condensate Fields Under Complex Frozen-Soil Conditions
    Kutvitskaya, N. B.
    Minkin, M. A.
    SOIL MECHANICS AND FOUNDATION ENGINEERING, 2014, 51 (01) : 36 - 41
  • [30] Design of Beds and Foundations of Infrastructure for Oil-Gas Condensate Fields Under Complex Frozen-Soil Conditions
    N. B. Kutvitskaya
    M. A. Minkin
    Soil Mechanics and Foundation Engineering, 2014, 51 : 36 - 41
1234