%0 Journal Article
%T DESIGN METHOD OF RETAINING PILE WITH PRESTRESSED CABLE<br>预应力锚索桩内力的一种计算方法
%A Zhou Depei
%A Wang Jiansong
%A <br>周德培
%A 王建松
%J 岩石力学与工程学报
%D 2002
%I 
%X The method of elastic foundation beam with restriction of transverse deformation is recommended to design of retaining pile with prestressed cable. According to deformation consistence principle, the tensive force of prestressed cable, displacement and internal force of the pile are calculated. Also, with the method, the retai- ning pile with prestressed cable is first designed for a high slope in weak rockmasses in Nankun Railway. Field testing results show that this calculation method is reasonable and easy to use.
%K retaining pile
%K high slope
%K calculation method<br>预应力
%K 锚索桩
%K 高边坡
%K 计算方法
%K 位移
%K 内力
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=129BEE39277583A4&yid=C3ACC247184A22C1&vid=659D3B06EBF534A7&iid=0B39A22176CE99FB&sid=002786F01A86D891&eid=1D01216AD76577EC&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=38&reference_num=8