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author:

Liao, X. (Liao, X..) [1] | Wang, H. (Wang, H..) [2] | An, M. (An, M..) [3] | Cao, G. (Cao, G..) [4]

Indexed by:

Scopus PKU CSCD

Abstract:

Full grouted prestressed anchor has characteristic of reliable auto-lock anchorage in tension section. This can reduce the prestress loss effectively, hold essential prestress value within bolt when prestress lose in its anchorage to avoid catastrophe, and improve reliability of reinforced engineering. Numerical simulation, field measurement and case study indicate its primary mechanical characteristic and reinforcing effect sufficiently.

Keyword:

Auto-lock anchorage; Full grouted; Numerical analysis; Prestress loss; Prestressed anchor

Community:

  • [ 1 ] [Liao, X.]Northwest Research Institute Co. Ltd., China Railway Engineering Corporation, Lanzhou 730000, China
  • [ 2 ] [Liao, X.]College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China
  • [ 3 ] [Wang, H.]Northwest Research Institute Co. Ltd., China Railway Engineering Corporation, Lanzhou 730000, China
  • [ 4 ] [Wang, H.]China Academy of Railway Sciences, Beijing 100081, China
  • [ 5 ] [An, M.]Northwest Research Institute Co. Ltd., China Railway Engineering Corporation, Lanzhou 730000, China
  • [ 6 ] [Cao, G.]Northwest Research Institute Co. Ltd., China Railway Engineering Corporation, Lanzhou 730000, China

Reprint 's Address:

  • [Liao, X.]Northwest Research Institute Co. Ltd., China Railway Engineering Corporation, Lanzhou 730000, China

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Source :

Chinese Journal of Rock Mechanics and Engineering

ISSN: 1000-6915

Year: 2006

Issue: SUPPL. 2

Volume: 25

Page: 3743-3748

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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