%0 Journal Article
%T EXPERIMENTAL RESEARCH ON ANCHORAGE PERFORMANCE OF FULL-THREAD GFRP BONDING ANCHOR BOLTS<br>全螺纹GFRP黏结型锚杆锚固性能试验研究
%A LIU Yinghao
%A YUAN Yong
%A <br>刘颖浩
%A 袁勇
%J 岩石力学与工程学报
%D 2010
%I 
%X Through the experiments on the improved pull-out tests of full-thread glass fiber reinforced plastic (GFRP) anchor bolts,the bonding behavior between the bolts and rock mass is studied. By studying the anchorage force of different GFRP anchor bolts,the parameters for application of GFRP anchor bolts to engineering practice are proposed. The testing results indicate that the anchorage force of the bolts increases with the increases of bolt diameter,anchorage length and mortar strength;the bonding strength of bolts increases with the increase of mortar strength,but decreases with the increases of bonding length and bolt diameter. And the results are explained with the bonding stress distribution of the GFRP anchor bolts. By the results,several conclusions are drawn:(1) the recommend diameter of the GFRP anchor bolts in engineering is 12-32 mm;(2) the anchorage length of the GFRP bolt should be larger than 20 times of its diameter;and (3) the compressive strength of the mortar used as anchor agent should be more than 15 MPa.
%K geotechnical engineering
%K GFRP anchor bolt
%K anchorage force
%K bonding strength
%K bonding stress distribution<br>岩土工程
%K GFRP锚杆
%K 锚固力
%K 黏结强度
%K 黏结应力分布
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=656EC542D38AC78EFF17B16178247F81&yid=140ECF96957D60B2&vid=771469D9D58C34FF&iid=0B39A22176CE99FB&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=0&reference_num=18