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论文摘要

300 m级高堆石坝长期变形预测

Long-term Deformation Prediction of 300 m High Rockfill Dams

作者:花俊杰(1.武汉大学 水资源与水电工程科学国家重点实验室;2.长江勘测规划设计研究院);周伟(武汉大学 水资源与水电工程科学国家重点实验室);常晓林(武汉大学 水资源与水电工程科学国家重点实验室);周创兵(武汉大学 水资源与水电工程科学国家重点实验室)

Author:Hua Junjie(1.State Key Lab. of Water Resource and Hydropower Eng. Sci.;2.Changjiang Inst. of Survey Planning Design and Research);Zhou Wei(State Key Lab. of Water Resource and Hydropower Eng. Sci.);Chang Xiaolin(State Key Lab. of Water Resource and Hydropower Eng. Sci.);Zhou Chuangbing(State Key Lab. of Water Resource and Hydropower Eng. Sci.)

收稿日期:2010-06-02          年卷(期)页码:2011,43(3):33-38

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:水利工程;长期变形;数值计算;300 m级高堆石坝;流变;尺寸效应

Key words:hydraulic engineering;long-term deformation;300 m high rockfill dam;creep of rockfill;scale effect

基金项目:国家自然科学杰出青年基金资助项目(50725931);国家自然科学基金资助项目 (50779047;U0970153)

中文摘要

流变是高堆石坝变形的重要特征,过大的后期变形将对大坝的安全运行产生影响。采用幂函数流变本构模型,对双江口300 m级心墙堆石坝长期变形进行了3维有限元仿真分析,根据堆石料尺寸效应的流变试验资料,初步探讨尺寸效应对高堆石坝长期变形的影响。分析结果表明:双江口心墙堆石坝在大坝满蓄后3年大坝变形基本趋于稳定,变形量在可控制范围之内;尺寸效应对高堆石坝长期变形影响明显,与实际堆石体相比,缩尺后的室内堆石试样表现出较小的长期变形,对大坝变形的预测精度有一定影响。

英文摘要

Creep deformation is an important feature of high rockfill dams. Excessive settlement may endanger the stability of the dam or impair its normal operation. 3D FEM analysis based on power function creep constitutive model was used to predict the long term deformation of a 300 m high rockfill dam named Shuangjiangkou. Furthermore, a preliminary attempt was made to study the impact of scale effect on the long-term deformation of high rockfill dam. It was demonstrated that the deformation of Shuangjiangkou core rockfill dam becomes stable 3 years after full-filling, and under control. The scale effect research indicated that the specimens for laboratory testing have smaller long-term deformation than the real rockfill, which will influence the precision of numerical simulation.

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