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:10.11705/j.issn.1672-643X.2012.06.021
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] 
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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.
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