Abstract：As a new-type of soil anchor,the fiber reinforced plastics(FRP) screw anchor has a lot of attractive properties,such as high strength,light weight,convenient installation,light pollution,high corrosion-resistance and low cost.The basic structure of FRP screw anchor and their field pull-out tests were introduced,and the test results of un-grouted and grouted anchors were presented.The maximum pull out force of the grouted anchors was about 15～20 kN with less pull out displacement compared with that of un-grouted ancthors,whose pull out force was about 10 kN.The pull out forces of both grouted and un-grouted anchors were compared with those obtained from design formulas.Finally,some ideas were put forward to improve the design and construction of FRP screw anchors.
王钊；王金忠；曾繁平；陈春红；. 玻璃钢螺旋锚的现场拉拔试验[J]. 岩土工程学报, 2007, 29(10): 1439-1442.
WANG Zhao 1, WANG Jinzhong 2, ZENG Fanping 1, CHEN Chunhong 1. Field pull out tests of FRP screw anchors. Chinese J. Geot. Eng., 2007, 29(10): 1439-1442.
