摘要
详细介绍了我国第一座格体内打插Ｈ型钢桩的格形钢板桩码头现场观测的方法，并对钢板桩的锁口拉力、变形和格体内土压力的变化，尤其是最大锁口拉力和变形的形成及发生位置、格体内打插Ｈ型钢桩的影响等有关结果均做了全面分析。
AbstractThe details of field observation method for cellular quaywall the first one in China with “H” type piling inside of the cellular are introduced.The paper also gives analysis of clutch tension and deformation of sheet pile and the earthpressure variation in cellular especially were the maximum clutch tension and deformation will be caused.
出处
《水运工程》
北大核心
1998年第4期8-14,共7页
Port & Waterway Engineering
