大窑湾北岸集装箱码头软基处理指标研究  

Design Parameters for Dayaowan Northern Shore Container Terminal Soft Soil Improvement

作　　者：刘晓鹏[1] 刘林[1] 

机构地区：[1]中交水运规划设计院有限公司,北京100007

出　　处：《土工基础》2015年第3期44-47,52,共5页Soil Engineering and Foundation

摘　　要：以大窑湾北岸集装箱码头为例,对大窑湾北岸地质条件进行分析,并针对大窑湾北岸工程堆场的使用荷载进行理论计算及数值分析,对地基处理完成后地基表层承载力、回弹模量及残余沉降进行研究,进而确定大窑湾北岸集装箱码头软基处理设计合理的控制指标。This paper presents a case history of the soft soil improvement design for the Dayaowan Northern Shore container terminal.After a thorough review of the site condition information,both hand calculations and numerical analysis were performed on the proposed container yard.The bearing capacity of the surface soils,resilient modulus and the post construction settlement after the soil improvement are estimated.The design parameters for this project are recommended.

关 键 词：软基处理 设计指标 地基表层承载力 回弹模量 残余沉降 

分 类 号：TU472[建筑科学—结构工程]