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New Soil Nail Material—Pilot Study of Grouted GFRP Pipe Nails in Korea and Hong Kong.

Authors :
Cheng, Y. M.
Choi, Yong-ki
Yeung, Albert T.
Tham, L. G.
Au, Alfred S. K.
Wei, W. B.
Chen, J.
Source :
Journal of Materials in Civil Engineering; Mar2009, Vol. 21 Issue 3, p93-102, 10p, 10 Color Photographs, 3 Diagrams, 10 Charts, 4 Graphs
Publication Year :
2009

Abstract

The current method of steel bar soil nail construction is both labor intensive as well as expensive and many engineers are considering the use of new soil nail materials. In the present pilot test, an innovative soil nail is constructed by light weight high strength glass fiber-reinforced plastic (GFRP) pipe with the Tube a’ Manchette grouting technique. It is found that this new soil nail system can be handled easily on sites with difficult access. Extensive laboratory as well as field tests were carried out on the GFRP pipe nails and the grouted soil mass and numerical modeling of a field test was performed. The installation of the GFRP pipe, laboratory, and field test results that were carried out in Hong Kong and Korea are discussed in this paper. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
08991561
Volume :
21
Issue :
3
Database :
Complementary Index
Journal :
Journal of Materials in Civil Engineering
Publication Type :
Academic Journal
Accession number :
36505657
Full Text :
https://doi.org/10.1061/(ASCE)0899-1561(2009)21:3(93)