Linkage technology of gravity wharf and sheet-pile wharf
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

Fund Project:

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

    Combined with 2 practical construction cases,the cutting through riprap layer and rear sand leakage of linkage construction is studied,which links gravity wharf to sheet-pile wharf. Masonry drill is used to cut through riprap layer. High pressure grouting pile is used to prevent rear sand leakage.

    Reference
    Related
    Cited by
Get Citation

刘兵强,顾新星,邵昌浩.重力式码头与板桩码头衔接技术[J].水运工程,2017,(S1):98-100

Copy
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:
  • Revised:
  • Adopted:
  • Online: July 10,2017
  • Published:
Article QR Code