可施工性
耐久性
结构工程
甲板
厚板
桥(图论)
桥面
工程类
预制混凝土
建筑工程
土木工程
材料科学
固体力学
跨度(工程)
法律工程学
计算机科学
复合材料
医学
数据库
内科学
作者
Michael D. Lepech,Victor C. Li
标识
DOI:10.1617/s11527-009-9544-5
摘要
In this article, the application of ECC in a bridge deck link slab is described. The unique ultra high tensile ductility and tight crack width of self-consolidating ECC is exploited in this application to improve bridge deck constructability, durability, and sustainability. Design guidelines and material specifications were developed for implementation of this ECC link slab technology. A construction project implementing these guidelines and specifications was conducted in 2005 on an ECC-concrete bridge deck in southeast Michigan, USA. This article summarizes the experience of this project.
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