%0 Journal Article %T ANCHOR THEORY AND EXPERIMENTAL STUDY OF GEO-FILAMENT BOLT
土工长丝锚固理论与试验研究 %A MAO Xiaofei %A ZHAO Dong %A CHEN Ping %A
毛筱霏 %A 赵冬 %A 陈平 %J 力学与实践 %D 2008 %I %X Combined the consolidated project of Gaochang Soil Ruins in Xinjiang Province, and directed toward the new type of geo-filament bolt, the theoretical analysis of bearing capacity is done based on the Mindlin theory of fully grouted bolt. The site test results are compared with the theory. In addition, the surface state and the failure mode are researched. The experimental study reveals that the geo-filament bolt can satisfy the consolidation requires of the earthen architecture site and the change of the bolt surface through adding ribs affects obviously the anchor force. The geo-filament bolt is proved to be an excellent material for the walls reinforcement of earthen architecture sites. %K earthen architecture site %K Geo-filament bolt %K bearing capacity %K failure mode
土建筑遗址 %K 土工长丝锚杆 %K 承载力 %K 破坏模式 %U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=0BF5C9FB031A532ED0A6D99DC4F6181A&aid=4ED1AC371F5F96D858B9A7C487606FC9&yid=67289AFF6305E306&vid=340AC2BF8E7AB4FD&iid=0B39A22176CE99FB&sid=67969BA850333433&eid=E44E40A2398D4F2A&journal_id=1000-0879&journal_name=力学与实践&referenced_num=0&reference_num=5