Improvement on Deep Hole Pump-suction Reverse Circulation Technology in Super Large Bridge
DOI:
CSTR:
Author:
Affiliation:

Clc Number:

TU473.1+4

Fund Project:

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

    The bored-grouting pile with diameter of 1000~2000 mm and depth of 100~130 m are often used in various projects. Pump-suction reverse circulation was traditionally used in the hole not more than 80 m deep, but by the improvement on the existing reverse circulation drill, the efficiency of pump-suction reverse circulation was greatly improved with pile hole of 18 m in diameter and 131 m in depth finished.

    Reference
    Related
    Cited by
Get Citation
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:November 23,2010
  • Revised:June 10,2011
  • Adopted:February 25,2011
  • Online: June 24,2011
  • Published: June 25,2011
Article QR Code