文章摘要
王 建 祥.本构模型参数对土石坝沥青混凝土心墙位移的影响研究Journal of Water Resources and Water Engineering[J].,2012,23(6):94-96
本构模型参数对土石坝沥青混凝土心墙位移的影响研究
Influence of parameters of constitutive model on displacement of asphalt concrete core wall for earth-rock dam
Received:March 27, 2012  Revised:May 08, 2012
DOI:
中文关键词: 邓肯-张模型  沥青混凝土心墙  位移  土石坝
英文关键词: Duncan-Chang model  asphalt concrete core wall  displacement  earth-rock dam
基金项目:新疆农业大学前期资助课题(XJAU201007); 新疆水利水电工程重点学科基金资助项目(XJZDXK-2002-10-05)
Author NameAffiliation
WANG Jianxiang College of Hydraulic and Civil Engineering,Xinjiang Agricultural University, Urumqi 830052,China [KH*3D] 
Hits: 1346
Download times: 801
中文摘要:
      沥青混凝土心墙坝是土石坝的主要坝型之一,因其具有多种优点而得到广泛应用。针对新疆某沥青混凝土心墙坝进行了有限元计算,分析了邓肯-张E-μ模型参数对沥青混凝土心墙的最大水平和竖向位移的影响,为邓肯-张模型参数取值和计算分析提供参考和依据。
英文摘要:
      Asphalt concrete core-wall dam is one of the main earth-rock dams. It has been widely used because of its many advantages.The paper carried out the calculation of asphalt concrete core-wall dam in Xinjiang by finite element method, analyzed influence of parameters of Duncan-Chang E-u model on maximum horizontal and vertical displacement of asphalt concrete core wall, and provided reference and basis for the parameters selection, calculation and analysis of Duncan-Chang model.
View Full Text   View/Add Comment  Download reader
Close
function PdfOpen(url){ var win="toolbar=no,location=no,directories=no,status=yes,menubar=yes,scrollbars=yes,resizable=yes"; window.open(url,"",win); } function openWin(url,w,h){ var win="toolbar=no,location=no,directories=no,status=no,menubar=no,scrollbars=yes,resizable=no,width=" + w + ",height=" + h; controlWindow=window.open(url,"",win); } &et=22F1D5E3CC41362BC0EDA00D1675287BBCF0F2AB8EB4275565E5420B24B10FBCF3B25891E0DEA6C68352D5131CD9B290A00727AE611AA812EC852F849440153332A3D016F0C187A4202F2A0BD4094B3CCECEE2CD70B65DF8269827DDBD918683DEA968AAC52E255486F585175A71C806&pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=3ECA06F115476E3F&jid=BC473CEDCB8CE70D7B12BDD8EA00FF44&yid=99E9153A83D4CB11&aid=F18630BD48C7F75D405C80682630F889&vid=&iid=B31275AF3241DB2D&sid=BB0EA31DB1B01173&eid=6700D0D256586E73&fileno=20120621&flag=1&is_more=0">