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阿海重力坝倾斜层状地基力学参数敏感性分析
引用本文:王大胜,张燎军,张慧星,王伟华.阿海重力坝倾斜层状地基力学参数敏感性分析[J].河海大学学报(自然科学版),2008,36(4):511-515.
作者姓名:王大胜  张燎军  张慧星  王伟华
作者单位:1. 河海大学水利水电工程学院,江苏,南京210098
2. 河海大学土木工程学院,江苏,南京210098
摘    要:基于大型通用商业软件ADINA,研究了倾斜层状岩体地基的有限元模型,并以云南阿海水电站混凝土重力坝为背景,通过调整地基垂直层面和平行层面的力学参数,进行敏感性分析.研究结果表明,复杂层状地基的力学参数变化对坝体应力和变形有明显影响,随着坝基岩体垂直和平行层面变形模量的改变,坝体应力和变形相应改变.

关 键 词:阿海水电站  重力坝  倾斜层状地基  本构关系  ADINA  敏感性分析
修稿时间:2008/7/30 0:00:00

Sensitivity analysis of mechanical parameters of sloping layered rock foundation of Ahai gravity dam
WANG Da-sheng,ZHANG Liao-jun,ZHANG Hui-xing,WANG Wei-hua.Sensitivity analysis of mechanical parameters of sloping layered rock foundation of Ahai gravity dam[J].Journal of Hohai University (Natural Sciences ),2008,36(4):511-515.
Authors:WANG Da-sheng  ZHANG Liao-jun  ZHANG Hui-xing  WANG Wei-hua
Institution:WANG Da-sheng1,ZHANG Liao-jun1,ZHANG Hui-xing1,WANG Wei-hua2
Abstract:Based on the commercial software ADINA,a finite element model of a sloping layered rock foundation was studied.Using the concrete gravity dam of the Ahai Hydropower Station in Yunnan province as an example,parameter sensitivity analysis was performed by adjusting the mechanical parameters of the vertical layer and parallel layer.The analysis results show that the mechanical parameters have an obvious effect on the dam stresses and displacements,and that the dam stresses and displacements vary with the deformation modulus of the vertical layer and parallel layer.
Keywords:Ahai Hydropower Station  concrete gravity dam  sloping layered foundation  constitutive relation  ADINA  sensitivity analysis
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