摘要
真空联合堆载预压方法已广泛应用于处理高等级公路的软土地基,与常规的堆载预压法对比,该方法能有效地降低工后沉降,节约工期,并能保证路基的稳定性。通过工程实例,阐述了真空联合堆载方法的加固机理,并通过对现场监测资料的分析,说明该方法用于加固软土路基所取得的良好效果。
The vacuum stack prepressing method has an extensive use in reinforcing the soft-soil foundation of a high-grade highway.Contrasting with the traditional stack prepressing method,by using the vacuum stack prepressing method it can effectively reduce settlement after the completion of the construction,shorten time limit for the project and ensure the stability of the road foundation.Taking some engineering examples,the paper presents the strengthening mechanism of the vacuum stack prepressing method.The field monitoring data show that there are better reinforcing results for the vacuum stack prepressing method in the strengthening mollisol roadbeds.
出处
《福建地质》
2008年第1期37-43,共7页
Geology of Fujian
关键词
真空联合堆载预压
软土路基
沉降
密封帷幕
高速公路
vacuum stack prepressing,mollisol roadbed,settlement,sealing curtain,expressway