摘要
水利建设中的基础土层性质差异较大,所以软基上的堤防滑坡成因复杂。本文以巢湖港巢城港区堤防为研究对象,根据巢城港区所在的地质条件,利用相关行业软件,对滑坡的成因进行分析。根据分析结果,作者对巢城港区堤防滑坡的预防和处理提出了建议。
Due to the different nature of soil layers in the foundation,causes of embankments landslide on soft ground are complicated.This article analyzes the causes of landslides of Chao Hu port project.It bases on the geological conditions and uses related professional software.According to result of analysis,author offers proposals of prevention and treatment.
出处
《安徽建筑工业学院学报（自然科学版）》
2009年第4期31-35,共5页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
巢湖港
巢城港区
堤防滑坡
成因分析
稳定性评价
建议
Chao Hu City port
embankment landslide
analysis
evaluation of stability
proposal
