摘要
该文结合工程实例,介绍了在软土地基坡顶已建有110kV供电线塔的河岸工程中采用永久性排桩支护结构的设计和施工过程,阐述了悬臂式排桩挡土墙的适用计算方法。
Combined with the engineering example,the article introduces the design and construction process of the permanent rowing pile supporting structure used in the riverside engineering of 110 kV power supply wire tower built on the slope top of soft soil subgrade,and sets forth the suitable calculation method of cantilever rowing pile retaining wall.
出处
《城市道桥与防洪》
2007年第9期52-56,共5页
Urban Roads Bridges & Flood Control
关键词
排桩支护
挡土墙
土压力
计算方法
河岸工程
软基
rowing pile supporting,retaining wall,soil pressure,calculation method,riverside engineering,soft subgrade