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渠道混凝土衬砌冻害的受力分析及板厚计算
引用本文:于国祯,周池绪.渠道混凝土衬砌冻害的受力分析及板厚计算[J].石河子大学学报,1991(2).
作者姓名:于国祯  周池绪
作者单位:石河子农学院水利系 (于国祯),石河子农学院水利系(周池绪)
摘    要:本文对受冻胀的现浇混凝土坡板进行受力分析和荷载计算;并结合土力学温克尔理论中的基床系数法进行反力和内力计算;得出抗冻破坏的坡板厚度范围,结果较符合实际.

关 键 词:截条  静冰压力  基侧法向冻胀力  基床系数

An Analysis on the Accepted Force on the Freezed Injury of Canal Conrete Lining and its Resisting Thickness Reckoning
Yu Guozhen Zhou Chixu.An Analysis on the Accepted Force on the Freezed Injury of Canal Conrete Lining and its Resisting Thickness Reckoning[J].Journal of Shihezi University(Natural Science),1991(2).
Authors:Yu Guozhen Zhou Chixu
Institution:Department of Water Conservancy
Abstract:In the paper, We have analysed the accepted foree and reckoned the loading capacity of the concrete slab. We have used basic-bed coefficient method of Wingker' s theory to reckon the reactionary force and internal force and got the thickness scope for resisting freezed injury of slope concrete slab. The result accords with the actual situation.
Keywords:cutted strip  still ice pressure  basic coefficient
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