%0 Journal Article
%T CALCULATION OF INTERNAL FORCE OF EMBEDED ANTI-SLIDE PILE IN HIGH ROCK SLOPE<br>岩石高边坡埋入式抗滑桩的内力计算
%A SONG Cong-jun
%A ZHOU De-pei
%A XIAO Shi-guo
%A <br>宋从军
%A 周德培
%A 肖世国
%J 岩石力学与工程学报
%D 2005
%I 
%X According to the location and characteristics of embeded anti-slide pile in high rock slope,the mechanical behaviour of non-anchored section of pile is analyzed. Both thrust behind pile and resistance in the front of pile is rationally simplified as rectangulaly and triangulaly distributed loads,respectively. Based on this mechanical model,the calculation procedure of internal force of embeded anti-slide pile is given. Taking the section K101+240 of Beijing-zhuhai Expressway in the north of Guangdong province as an example,the calculation results of embeded and cantilever anti-slide piles are carulated. The results show that the distribution of internal force of embeded anti-slide pile is relatively reasonable,and the length of anchorage section is properly shorten.
%K rock mechanics
%K embeded anti-slide pile
%K high rock slope
%K internal force<br>岩石力学
%K 埋入式抗滑桩
%K 高边坡
%K 内力
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=E1EBE2D7D73BADB2&yid=2DD7160C83D0ACED&vid=B91E8C6D6FE990DB&iid=CA4FD0336C81A37A&sid=03F1579EF92A5A32&eid=91C9056D8E8856E0&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=3&reference_num=10