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  • 标题:Generation of stress-strain state in combined strip pile foundation beds through pressing of soil
  • 本地全文:下载
  • 作者:Maxim Stepanov ; Maxim Stepanov ; Roman Melnikov
  • 期刊名称:MATEC Web of Conferences
  • 电子版ISSN:2261-236X
  • 出版年度:2017
  • 卷号:106
  • 页码:1-8
  • DOI:10.1051/matecconf/201710602011
  • 语种:English
  • 出版社:EDP Sciences
  • 摘要:When erecting high-rise buildings, weak underlying soils cause a number of problems in design and construction. In order to ensure the required non-exceedance of the ultimate limit settlements, the combined strip pile foundation has been developed allowing the soil bed to be pre-stressed. This is achieved by injection of pressurized mortar (pressing). The paper analyzes the effect of soil pre-stressing followed by pressing of foundation with the cement mortar, as applied to existing structures using the Plaxis 3D software package in conditions of volume deformation and the Hardening Soil Model. Variable order of foundation pressing allows the required parameters of soil bed to be achieved in plan and depth, thus improving interaction with the foundation and superstructure.
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