Stability analysis of grouting strengthening in the goaf underlying a canal

  • Lu Wenyan
  • , Zhang Xiaoxin
  • , Li Wenqian
  • , Tong Dawei*
  • , Wang Xiaoling
  • *Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

In this paper an old mining goaf in Henan province is studied with the application of 3D nonlinear finite element method. The excavation and backfilling construction and water conveyance operation of the canal upper the old mining goaf is analyzed. Simulation results show that after the grouting strengthening, no layers exceed corresponding strength limit under both canal construction and operation conditions, meanwhile the surface movement and the size of the deformation are within the scope of the standard and won't affect the construction and safety operation of the canal.

Original languageEnglish
Title of host publicationAdvances in Mechanics Engineering
Pages1914-1917
Number of pages4
DOIs
StatePublished - 2012
Externally publishedYes
Event2012 International Conference on Advances in Mechanics Engineering, ICAME 2012 - , Hong Kong
Duration: 3 Aug 20125 Aug 2012

Publication series

NameAdvanced Materials Research
Volume588-589
ISSN (Print)1022-6680

Conference

Conference2012 International Conference on Advances in Mechanics Engineering, ICAME 2012
Country/TerritoryHong Kong
Period3/08/125/08/12

Keywords

  • Goaf
  • Grouting strengthening
  • Numerical simulation
  • Stability

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