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.
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
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
hydraulic fill sand ground
engineering characteristics
plastic drainage plate
piled-load preloading method
Taicang port
