%0 Journal Article
%T 3D FEM ANALYSIS OF BRIDGE APPROACH SETTLEMENT<br>3D FEM ANALYSIS OF BRIDGEAPPROACH SETTLEMENT
%A Liu Guiyu
%A Shen Mingrong
%A Shi Zhenming
%A <br>LiuGuiyu
%A ShenMingrong
%A ShiZhenming
%J 岩石力学与工程学报
%D 2004
%I 
%X FEM simulation is conducted for the foundation settlement of backfill slope of high bridge approach. On the basis of all kinds of stress contour sketches and data obtained from the site,a simple mechanical model is put forward to explain the reason of the settlement occurring after construction of bridge approach backfill slope.
%K elasto-visco-plasticity
%K bridge approach settlement
%K 3D FEM<br>引桥
%K 地基沉降
%K 三维有限元
%K 3D
%K FEM
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=D3421FAA1A0A0F0C&jid=35E747D791A1346351AFB523B7FA35CB&aid=3FB5895783B46CE3&yid=D0E58B75BFD8E51C&vid=EA389574707BDED3&iid=CA4FD0336C81A37A&sid=3986B25773CB6C30&eid=856C2E13D1000DB7&journal_id=1000-6915&journal_name=岩石力学与工程学报&referenced_num=0&reference_num=7