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波浪作用下库岸防护块体稳定分析
引用本文:许光祥.波浪作用下库岸防护块体稳定分析[J].重庆交通大学学报(自然科学版),2007,26(5):129-133.
作者姓名:许光祥
基金项目:交通部西部交通建设科技项目
摘    要:针对浪高不大的深水库,通过有、无波浪作用下库岸防护块体的抗滑、抗倾、抗浮稳定性对比分析,表明波浪作用下防护块体的稳定性显著降低,主要体现在波浪水流回落时刻引起的浮托力,并提出了砼板护面厚度的计算方法.

关 键 词:波浪作用  库岸  防护块体  稳定分析  浮托力

Stability Analysis of Protection Plate under the Action of Wave on Reservoir Bank
XU Guang-xiang.Stability Analysis of Protection Plate under the Action of Wave on Reservoir Bank[J].Journal of Chongqing Jiaotong University,2007,26(5):129-133.
Authors:XU Guang-xiang
Abstract:By comparing the stability analysis of antiskid,antidumping and against floatation of protection plate between wave action and non-wave action in small wave height deep reservoir,the author found that the stability of protection plate under the action of wave significantly decreased.This is mainly caused by wave uplift pressure induced by wave current drawdown.Then the method of computing concrete slab thickness is brought forth.
Keywords:wave action  reservoir bank  protection plate  stability analysis  uplift pressure
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