摘要
通过对水垫塘不计止水等作用的 2 0种组合工况的实验研究 ,定性地分析了不同地基条件、单宽流量和水垫深度对底板稳定的影响 ;并对水垫塘的优化设计和防止底板失稳破坏等问题进行了探讨。
On the basis of hydraulic model experiment, the stability of concrete slabs in the plunge pool is qualitatively analyzed, these tests add up to 20 kinds of combinations involving five kinds of different fundament. Under the condition of damaged waterstops, different fundament, unit discharge and water depth affect the stability of concrete slabs to various extent. These experimental results will be beneficial for eliminating the damage of concrete slabs and the optimum design of plunge pool.
出处
《四川大学学报（工程科学版）》
EI
CAS
CSCD
2000年第2期17-21,共5页
Journal of Sichuan University (Engineering Science Edition)
基金
"九五"国家重点科技攻关项目!( 2 2 1-0 5 -0 1-0 2 ( 1) )
