太仓港堤基稳定性计算与处理方案  

Stability calculation and treatment scheme for dike foundation of Taicang Port

作　　者：陈庚[1] 赵海阔[1] 佘小光[1] 

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021

出　　处：《东北水利水电》2012年第4期3-5,12,共4页Water Resources & Hydropower of Northeast China

摘　　要：太仓港区围滩吹填工程地基土属于高压缩型、高含水量、低弹模、低强度、易液化土,很容易发生滑动破坏、不均匀沉降等工程地质问题。文章通过对吹填砂地基土体压缩性、渗透性及强度等工程特性的研究,提出了工程堤基的处理方案。The foundation soil of enclosing-bank hydraulic fill project in Taicang port is the high compression,high water content,low elastic modulus,low-intensity and easily liquefaction soil,which are prone to cause the engineering geological problems of sliding failure,uneven settlement,and so on.By researching the engineering characteristics of the hydraulic fill sand ground soil,including the compression,permeability,strength,and so on,the paper puts forward the treatment schemes of the engineering dike foundation.

关 键 词：吹填砂地基 工程特性 塑料排水板 堆载预压法 太仓港 

分 类 号：TV54[水利工程—水利水电工程]