欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
基于模型试验，本文研究了水垫塘透水底板的水动力特性。结果表明，与不透水底板相比，透水底板可以显著地减小上举力，从而可以提高底板的稳定性。文中阐述的开孔率k、孔径D等对水动力荷载影响的成果，可为水垫塘透水底板的设计提供参考。
英文摘要：
Based on the model test, the characteristics of the uplifting force on the pervious slab in plunge pool are studied. Compared to impervious slab, the uplifting force is reduced obviously acting on the pervious slab. The relations between the pervious coefficient（k） and the diameter of holes（ D ） and uplifting force on the pervious slab are analyzed. These results provide the basis for the design of the pervious slabs.
同期刊论文项目
同项目期刊论文
Concepts and requirements of durability design for concrete structures: An extensive review of CCES0
Numerical Analysis of Moisture Influential Depth of Concrete and its Application in Durability Desig
位置：