Experimental study of moisture separator integrated wells dewatering-dynamic compaction
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

  • Article
  • |
  • Figures
  • |
  • Metrics
  • |
  • Reference
  • |
  • Related
  • |
  • Cited by
  • |
  • Materials
  • |
  • Comments
    Abstract:

    In order to overcome its defects of insufficient depth and dewatering long time, combining the soft foundation treating engineering of Yangzhong Haogang all-purpose wharf, the traditional dewatering-dynamic compaction is improved, in which moisture separator integrated wells dewatering-dynamic compaction is used to consolidate the soft foundation. Field monitoring and testing are carried out in two experimental sites, respectively the conventional vacuum wells dewatering-dynamic compaction, and another treated with the improved dewatering-dynamic compaction. The results show that dewatering depth of the improved dewatering-dynamic compaction could reach 5-6m below the surface, and the dissipating time of the pore water pressure after tamping is 1 to 2 days; the maximum settlement of the surface during the construction after the foundation consolidation is 0.606 m, thus the post-construction settlement is effectively reduced; compared to the conventional vacuum wells dewatering-dynamic compaction, both the soil strength and bearing capacity of the foundation have substantially improved. Thus it can be seen, the effect of the foundation consolidation is notable.

    Reference
    Related
    Cited by
Get Citation

LIU Wei, CHEN Hui-gang, LI Ping, LU Hai. Experimental study of moisture separator integrated wells dewatering-dynamic compaction[J].,2015,32(2):60-64

Copy
Related Videos

Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:November 23,2014
  • Revised:
  • Adopted:
  • Online: July 01,2015
  • Published:
Article QR Code