Model test on effect of water depth on enrockment ground improvement by dynamic compaction
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

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

    This paper studies the effect of the water depth on the compaction rate and the stress of the enrockment ground with dynamic consolidation by model test,and analyzes the relationship between the compaction rate and the stress of the enrockment ground and the drop height of the pounder under anhydrous and hydrous conditions.The results reveal that the water flushed with the enrockment ground is similar to that under deep water condition.The research results provide a theoretical basis for the scale model test.

    Reference
    Related
    Cited by
Get Citation

YING Zong-quan, LIU Mei-mei, LIANG Bang-yan. Model test on effect of water depth on enrockment ground improvement by dynamic compaction[J]. Port & Waterway Engineering,2016(6):31-34.

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: June 16,2016
  • Published:
Article QR Code