摘要
以广东省顺德市三洪奇大桥为背景 ,通过动载试验分析了墩身及承台裂缝的成因及发展趋势 ,并提出了相应的解决方案。
Based on the Shunde Sanhongqi Bridge in Guangdong Province, this paper analyzes the cracking causes and development tendency of the pier shaft and base slab through dynamic load tests, and presents the corresponding solutions.
出处
《公路交通技术》
2003年第6期35-41,共7页
Technology of Highway and Transport
