摘要
分析了砼楔形护板的优点，并考虑在整体约束的情况下，对处于过水运行状态的砼楔形板的失稳方式进行了力学分析。
Analyzes the advantages of wedge concrete protection slab, and integral restraint considered, this paper gives mechanical analysis to the loss stability ways of wedge concrete slab under overflow, and puts forword the stability thickness calculation formulas which accord with project practice.
出处
《西北水资源与水工程》
1996年第3期33-38,共6页
Northwest Water Resources & Water Engineering
