摘要
软土地基上高速公路加宽时,新老路基结合部会出现不均匀沉降、路面裂缝等病害,采用基于二维比奥(Biot)固结理论的平面应变有限元方法分析新路堤作为附加荷载对老路堤和地基的影响。分析结果表明,加宽后老路堤出现较大的差异沉降和横坡比改变,影响路面服务性能;老路堤靠近中心线除出现略微的向上和向内的移动;老路肩有向外的较大的水平位移,加宽改变了地基中剪应力的分布,可以根据孔隙压力变化情况近似将老路堤下地基分为稳定性不同的三个区域;新路堤的沉降明显大于老路堤的附加沉降,随着加宽宽度的增加,最大沉降的位置逐渐向外移动,呈现出一定的规律性,新路堤靠近坡角处出现较大的水平位移。
When widening a road different settlements and pavement cracking along the joint between the old and new embankments offen appear.The effects on old embankment which are caused by new embankment are analysed with finite element method based on two-dimension Biot consolidation theory.It is found that the grade of old embankment is increased and some horizontal displacement will appear close to the joint.Widening changes the stress condition and pore-water pressure distribution in the soil ground of joint.At the same time,the new embankment has bigger settlement and horizontal displacement.
出处
《公路交通科技》
CAS
CSCD
北大核心
2004年第8期21-24,共4页
Journal of Highway and Transportation Research and Development
关键词
加宽
有限元
沉降
水平位移
孔隙水压
Widening
Finite element method
Settlement
Horizontal displacement
Pore-water pressure
