摘要
介绍了浙江台州浃里陈大桥成功地采用低强度混凝土桩复合地基处理桥头跳车问题 ,同时通过现场载荷试验、桩顶和桩间土的土压力测试以及沉降观测 ,较全面地研究了低强度桩复合地基承载力和桩土受力特性以及沉降变化规律 。
This paper introduces a successful application of the composite foundation with low strength piles in Jialichen Bridge in Taizhou, Zhejiang to alleviate bridge-head jumps. Through a series of tests, including field loading tests, earth pressure tests and settlement observations of the top and midpoint of piles, the paper thoroughly dealt with the bearing capacity, bearing characteristics and settlement variations of the foundation. Significant conclusions are drawn from the study, which should be useful for engineering applications and further research.
出处
《中南公路工程》
北大核心
2003年第3期27-29,34,共4页
Central South Highway Engineering
