摘要
通过黄土路基和用灰土桩处理过的路基的比较,本文利用有限元分析了灰土桩在提高地基承载力和减小变形方面所起到的作用,对灰土桩复合地基的工作性状作了进一步的探讨,希望对工程实践有所帮助。
Aeording to comparison between loess subgrade and the worked subgrade by lime soil pile, this paper analyses function of lime soil pile which can raise foundation bearing capacity and reduce deformation,discuss for further behaviors of lime soil pile composite foundation by finite dement. All these can be applied to engineering practice.
出处
《辽宁省交通高等专科学校学报》
2007年第1期3-5,共3页
Journal of Liaoning Provincial College of Communications
关键词
灰土桩
变形
数值模拟
lime soil pile
deformation
numerical simulation
