%0 Journal Article
%T BEARING BEHAVIOR OF LARGE-DIAMETER ROCK-SOCKET PILES<br>大直径人工挖孔嵌岩桩的承载性状
%A Dong Ping
%A Qin Ran
%A Chen Qian
%A Zhang Boyou
%A <br>董平
%A 秦然
%A 陈乾
%A 张伯友
%J 岩石力学与工程学报
%D 2003
%I 
%X Through simultaneous observation of pile-cap settlement,pile-end resistance and axial stress distribution in large-diameter rock-socket pile under multi-storied building construction,some new practical testing data are presented. Based on these data,the characteristics are analyzed of large-diameter rock-socket pile in working conditions,including pile cap settlement,distribution and exertion of pile-skin and pile-end resistance,selection of rock-socket depth,and the effect of pile end enlargement on pile-skin resistance and pile-end resistance.
%K foundation engineering
%K rock-socket pile
%K working conditions
%K prototype observation
%K bearing behavior<br>人工挖孔嵌岩桩
%K 地基基础工程
%K 原型观测
%K 桩身
%K 应力
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=1CD11C88CB0F7EA5&yid=D43C4A19B2EE3C0A&vid=BC12EA701C895178&iid=59906B3B2830C2C5&sid=9329D00191B11ACC&eid=44A550A7E1220BE2&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=11&reference_num=7