期刊导航

论文摘要

库底淤泥层对拱坝地震动水压力的抑制效应研究

Research on Depression Effect of Silt Stratification for Hydrodynamic Pressure from Seismic Response of Dam

作者:张帆(四川大学 水利水电学院,四川 成都 610065);唐天国(四川大学 建筑与环境学院,四川 成都 610065);李弋(四川大学 水利水电学院,四川 成都 610065)

Author:张帆(School of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, China);唐天国(School of Architecture and Environment, Sichuan Univ., Chengdu 610065, China);李弋(School of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, China)

收稿日期:2008-03-03          年卷(期)页码:2008,40(5):58-62

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:淤泥层;抑制效应;动水压力;大坝抗震;

Key words:Silt stratification; Depression effect; Hydrodynamic pressure; Shock-resistant of dam;

基金项目:国家基础研究重大项目基金

中文摘要

以压力波理论为出发点,结合数值配点分析法,对拱坝坝面动水压力随淤泥层厚度、库底边界反射条件、库底基岩性质变化而产生的影响效应问题进行了研究。结果表明:淤泥层对大坝坝面动水压力有较好的抑制效应,可一定程度减缓地震对大坝工程的影响,库底边界吸收性亦可降低坝面动水压力峰值。

英文摘要

Based on the theory of pressure wave, analysis of Numerical Fitting-point has been applied to study the effect of hydrodynamic pressure from silt depth, reflection boundary and bedrock feature for arch dam. It showed that silt stratification may produce explicit depression effect on hydrodynamic pressure of dam surface and decrease the seismic motion at some extend, absorbability effect of submarine boundary can too reduce the peak value of hydrodynamic pressure of dam surface.

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