碾压混凝土坝渗流场与应力场耦合模型研究
Study on coupling model of seepage-field and stress-field for RCCD
针对碾压混凝土坝存在众多施工层面问题，提出了确定影响层厚度以及相应物理力学参数的方法；在此基础上，探讨了建立碾压混凝土坝渗流场与应力场两场耦合模型的原理，并研制了相应的三维有限元分析程序。
Based on the construction interfaces in RCCD, the methods were proposed to calculate the influence thickness of construction interfaces and the corresponding physical mechanics parameters. The principle on establishing the coupling model of seepage-field and stress-field for RCCD was presented. A 3-D FEM program was developed.
周红、顾冲时、苏怀智
水工结构
碾压混凝土坝层面渗流场应力场耦合分析
RCCDinterfacesseepage-fieldstress-fieldcoupling analysis
周红,顾冲时,苏怀智.碾压混凝土坝渗流场与应力场耦合模型研究[EB/OL].(2005-11-30)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/200511-535.点此复制
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