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contributor authorAlbert T. Yeung
contributor authorY. M. Cheng
contributor authorL. G. Tham
contributor authorAlfred S. Au
contributor authorSunny T. So
contributor authorYong-ki Choi
date accessioned2017-05-08T21:15:18Z
date available2017-05-08T21:15:18Z
date copyrightFebruary 2007
date issued2007
identifier other%28asce%290887-3828%282007%2921%3A1%2826%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44472
description abstractA soil reinforcement system using the combination of glass-fiber-reinforced polymer (GFRP) pipe and pressure grouting has been developed by a Korean company. The system is being adopted as slope stabilization measures in Hong Kong. Individual GFRP pipes were designed and installed as soil nails with the exception that two-stage pressure grouting was applied instead of gravity grouting. A full-scale field evaluation on constructability and in situ performance of the system was performed in Hong Kong. The performance of the constructed nails was evaluated by pullout tests. The construction procedure, site adaptations of the Korean product made in Hong Kong, field test procedure, and performance of the constructed soil nails are reported in this paper.
publisherAmerican Society of Civil Engineers
titleField Evaluation of a Glass-Fiber Soil Reinforcement System
typeJournal Paper
journal volume21
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2007)21:1(26)
treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 001
contenttypeFulltext


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