Engineering Practice of Post-grouting in Cast-in-situ Pile
DOI:
CSTR:
Author:
Affiliation:

Hubei West Hubei Geological Foundation Engineering Co., Ltd.,The 7th Geological Unit of Liaoning Province,Hubei West Hubei Geological Foundation Engineering Co., Ltd.,Hubei West Hubei Geological Foundation Engineering Co., Ltd.,Hubei West Hubei Geological Foundation Engineering Co., Ltd.

Clc Number:

TU473.1 4

Fund Project:

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

    The application of bored pile is restricted because of the hole bottom sediment and mudcake on pile, which is solved by the post-grouting technology in cast-in-situ pile construction. Combined with the engineering practice, the paper discusses the main technical points and control measures in construction of post-grouting and analyzed the affecting factors on holes “rushing” of grouting pipe and the technical measures to ensure the holes “rushing” of grouting pipe.

    Reference
    Related
    Cited by
Get Citation
Share
Article Metrics
  • Abstract:
  • PDF:
  • HTML:
  • Cited by:
History
  • Received:June 12,2014
  • Revised:July 28,2014
  • Adopted:November 17,2014
  • Online: January 07,2015
  • Published:
Article QR Code