• DocumentCode
    3170734
  • Title

    Research on simulating settlement of deep soft clay ground with D-M method based on centrifugal model tests

  • Author

    Hong-Tao, Chang ; Hai-Yan, Si ; Quan-Ying, Chen ; Hong-Tao, Chang ; Guan-Bao, Ye

  • Author_Institution
    Dept. of Inspection & Evaluation, Zhengzhou Rail Transit Ltd. Liability Co., Zhengzhou, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    3462
  • Lastpage
    3465
  • Abstract
    Consolidation time in the centrifugal model tests is 1/n2 of the prototype, thus secular settlement of deep soft clay ground can be simulated within a short time. In the paper, authors use the centrifugal model tests to research the improvement mechanism of D-M method. The tests results show that D-M method is feasible to improve deep soft clay ground. The short piles enhance the stability of foundation and the long plastic plank is contributive to decrease the post settlement of ground.
  • Keywords
    clay; foundations; geotechnical engineering; mechanical stability; soil; D-M Method; centrifugal model tests; deep soft clay ground; foundation stability; piles; plastic plank; prototype; settlement simulation; Digital multimedia broadcasting; Inspection; Monitoring; Plastics; Rivers; Silicon; Soil; D-M method; centrifugal model test; deep soft clay; ground reatment;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769389
  • Filename
    5769389
    • Link To Document
    https://search.isc.ac/dl/search/defaultta.aspx?DTC=49&DC=3170734