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.
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.
出处
《石河子大学学报(自然科学版)》
CAS
1991年第2期65-70,共6页
Journal of Shihezi University(Natural Science)