长江科学院院报2017，Vol.34Issue(6)：138-142,154,6.DOI:10.11988/ckyyb.20160682
湿陷性黄土地区公路涵洞地基变形特性研究
Deformation Characteristics of Highway Culvert Foundation in Collapsible Loess Area Treated by Different Methods
摘要
Abstract
Special engineering properties of loess often lead to hazards of highway culvert in the loess area.In order to address the problem of post-construction settlement of highway culvert caused by poor foundation in collapsible loess area,we treated the foundations of two highway culverts on collapsible loess area of the highway from Minhe to Xiaoxia in Qinghai province as a case study by replacing loess with lime-soil (hereinafter referred to as replacement method) and by fdling lime-soil into boreholes for compaction (hereinafter referred to as compaction method),respectively,and monitored the settlements of the treated culverts for one year.Results revealed that the accumulative total settlements of culvert treated by the two methods were 25.0 mm and 18.2 mm,respectively.Both the methods could effectively eliminate the collapsibility deformation of highway culvert caused by water immersion and remarkably improve the bearing capacity of foundation.Foundation settlements became stable in a year after the foundation treatment.The compaction method is more efiicient in eliminating deformation and improving bearing capacity than replacement method.The research result serves as a reference for the design and construction of highway culvert in collapsible loess area.关键词
湿陷性黄土/涵洞/灰土换填法/灰土挤密桩法/变形特性Key words
collapsible loess/culvert/lime-soil replacement method/lime-soil compaction pile method/deformation characteristics分类
交通工程引用本文复制引用
荣露,熊治文,孙润东,梁恒祥..湿陷性黄土地区公路涵洞地基变形特性研究[J].长江科学院院报,2017,34(6):138-142,154,6.基金项目
青海省交通科技项目(2014-10) （2014-10）
