摘要
应用太沙基一维固结理论,建立了浸碱黄土的一维膨胀模型,求得竖向膨胀量与膨胀力和时间的关系表达式。理论计算的结果与现场实测的数据基本一致。
The model of one dimensional expansive deformation for loess soil saturated by aqueous alkali is established by theory of Karl Terzaghi one dimension consolidation.Through solving of definite problem of model equation,obtained the relations between vertical expansive quantity and time,and vertical expansive force and time.The results of theoretic calculation were well accordance with the field surveyed data.
作者
朱宏
韩晨阳
ZHU Hong;HAN Chenyang(Gansu Civil Engineering Research Institute,Lanzhou Gansu 730020,China)
出处
《工程质量》
2018年第8期39-43,共5页
Construction Quality
关键词
饱和
浸碱
黄土
一维膨胀固结
膨胀量
膨胀力
saturation
mercerization
loess
one-dimension expansive consolidation
expansive quantity
expansive force
