摘要
论述路堤下软粘土地基在施工期和固结期的侧向位移与沉降的关系．通过现场实测结果和理论预测值之间的比较和分析，对路堤下软基的实际变形性状有了进一步的认识．
A discussion is devoted to the relation between lateral displacement and settlement of soft clay foundation under embankment during construction and consolidation. By analysing the results from site measuring and comparing them with the values of theoretical prediction, the author has gone a step further in understanding actual shape and properties of the deformation of soft clay foundation under embankment.
出处
《华侨大学学报（自然科学版）》
CAS
1995年第2期165-167,共3页
Journal of Huaqiao University(Natural Science)
关键词
侧向位移
软土地基
路堤
沉降
固结
变形
lateral displacement, soft clay foundation, embankment, settlement, consolidation
