期刊
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
卷 139, 期 5, 页码 810-820出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GT.1943-5606.0000762
关键词
Deep mixing columns; Creep; Secondary consolidation; Oedometer creep tests; Soft soils
资金
- CIEC
- FCT [PTDC/ECM/101875/2008]
- Fundação para a Ciência e a Tecnologia [PTDC/ECM/101875/2008] Funding Source: FCT
This paper examines the effect on the compressibility of a Portuguese soft soil stabilized with binders, with a special emphasis on creep characteristics. The effects of vertical stress during curing time and binder composition (type and content) on the creep behavior of a stabilized material are analyzed with oedometer tests. The results show the decrease of the secondary compression index with the decrease of the vertical stress applied during creep phase and with the increment of the binder content. The best binder type for this soil, in terms of creep behavior, is composed of portland cement and fly ash with a dry weight proportion of 75/25, because this promotes the development of secondary pozzolanic reactions. The results also reveal that the binder composition should have a minimum quantity of cement to improve the compression characteristics of the stabilized soil adequately. DOI: 10.1061/(ASCE)GT.1943-5606.0000762. (C) 2013 American Society of Civil Engineers.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据