%0 Journal Article
%T ANALYSIS ON DESTRUCTIVE REASON OF FOUNDATION WITH COMPACTED BASE-ENLARGED PILES IN SOFT CLAY<br>软土地区采用夯扩桩基础破坏原因初探
%A Yao Hailin
%A Chen Luchun
%A Jin Zhihong
%A Li Bangxie
%A <br>姚海林
%A 陈露春
%A 金志宏
%A 李邦协
%J 岩石力学与工程学报
%D 1998
%I 
%X The reasons of destructive foundation with compacted base-enlarged piles in soft clay are analyzed. These reasons include lateral pressure of soft clay, influence of compaction of soil and excess pore-water pressure during pile driving, negative friction of piles and pressure yield of pile.
%K compacted base-enlarged piles
%K lateral pressure of soft clay
%K excess pore-water pressure
%K negative friction of piles
%K critical load of piles<br>夯扩桩
%K 软土侧压力
%K 超孔隙水压力
%K 负摩阻力
%K 临界荷载
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=EF7CCF464D490852B12E8074B080B6B7&yid=8CAA3A429E3EA654&vid=43608FD2E15CD61B&iid=B31275AF3241DB2D&sid=A7379F6713A46835&eid=27A3D4EE1F52A91C&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=1&reference_num=6