%0 Journal Article
%T MODEL EXPERIMENT AND NUMERICAL SIMULATION OF HIGH-PILED WHARF AND UNEVEN SETTLEMENT<br>高桩码头不均匀沉降模型实验与数值模拟
%A 王超
%A 陆晶晶
%A 孟祥跃
%A 李世海
%J 力学与实践
%D 2009
%I 
%X A high-piled wharf in use for more five years are studied with model experiment to obtain the uneven settlement of large-diameter concrete pipes. First, physical parameters for the model (PVC piles) are chosen through dimensional analysis, and then, the uneven settlement of the large-diameter concrete pipe is obtained by electrical measurement technology. At the same time, a numerical simulation is carried out to validate the model experiment results. It is shown that it is feasible to analyze the uneven settlement of the large-diameter concrete pipe with a numerical simulation.
%K high-piled wharf
%K large-diameter concrete pipepile
%K modeling experiment
%K numerical simulation<br>高桩码头
%K 大管桩
%K 模型实验
%K 数值模拟
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=0BF5C9FB031A532ED0A6D99DC4F6181A&aid=A3C5A3ED297D9917F7CFF807B60457EE&yid=DE12191FBD62783C&vid=4AD960B5AD2D111A&iid=38B194292C032A66&sid=1D0FA33DA02ABACD&eid=E84BBBDDD74F497C&journal_id=1000-0879&journal_name=力学与实践&referenced_num=0&reference_num=6