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The macroscopic and mesoscopic study on strengthening mechanisms of the single pile with raft under pile-soil-raft combined interaction

  • Published:2022-04 Issue: Volume:144 Page:104630
  • ISSN:0266-352X
  • Container-title:Computers and Geotechnics
  • language:en
  • Short-container-title:Computers and Geotechnics

Author:

Zhang Xiaoyong,Jiang Mingjie,Yang Jiming,Zhao Chenyang,Mei Guoxiong

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Pile foundation analysis and design;Poulos,1980

2. Behavior of open-and closed-ended piles driven into sands;Paik;J Geotech Geoenviron Eng,2003

3. Permeable piles: an alternative to improve the performance of driven piles;Ni;Comput Geotech,2017

4. Discussion on applicability and in-situ testing of controlled-settlement composite piles foundation;Zhou;Rock and Soil Mechanics,2004

5. In-situ prototype test study of composite foundation of rigid pile with a raft;Lei;Chinese Journal of Rock Mechanics and Engineering,2010
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