文章摘要
赵剑明,汪闻韶,张崇文.土石坝振动孔压影响因素的研究[J].水利学报,2000,31(5):
土石坝振动孔压影响因素的研究
Study on influence factors of seismic pore water pressure in earth-rock dams
  
DOI:
中文关键词: 土石坝  振动孔压  消散和扩散  三维非线性
英文关键词: earth-rock dam  seismic pore water pressure  dissipation and diffusion  3-D non-linearity
基金项目:
作者单位
赵剑明 中国水利水电科学研究院岩土所 天津大学水利系 
汪闻韶  
张崇文  
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中文摘要:
      利用作者提出的土石坝三维非线性有效应力地震反应分析方法及相应计算程序,对土石坝振动孔压的一些影响因素进行了研究,结果表明:随地震加速度幅值、卓越周期和地震波形的不同,坝内孔压分布各异,故正确确定地震动参数很重要;考虑孔压消散和扩散与否所得出的孔压分布明显不同,考虑孔压消散和扩散的有效应力分析方法更切合实际,这对中等和高透水性的坝基和坝料尤为重要;边界排水条件不同,坝内孔压不同,故保证边界排水良好,可降低孔压,提高坝体的抗震稳定性.
英文摘要:
      The 3-D nonlinear effective stress response analysis method and corresponding calculation program are proposed to study the influence factors of seismic pore water pressure in earth rock dams. Since the amplitude, predominant period and wave shapes of ground motion may significantly affect the seismic pore water pressure, the determination of the characteristic parameters of ground motion is very important. The study results show that effective stress seismic response analysis method, in which the dissipation and diffusion of seismic pore water pressure are considered, is reasonable. In view of the seismic pore water pressure may vary greatly, keeping the drainage in good condition is effective in improving the seismic stability of earth-rock dams.
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