摘要
根据不同参数下的分层总和法和非线性有限元法，借用沪宁高速公路昆山试验路段路基土的性状，计算了天然软土地基上路堤的沉降量。
According to the layerwise summation method of different parameter and nonlinear FEM, based on the behaviour of Kungshan trial road of Huning highway, this paper studies the settlement of embankment of natural weak subsoil. The fitness of the layerwise summation method of different parameter to the load of embankment fill is also discussed.
出处
《扬州大学学报（自然科学版）》
CAS
CSCD
1999年第1期72-74,共3页
Journal of Yangzhou University：Natural Science Edition
关键词
有限元法
压缩变形
位移
公路
路堤
沉降
layerwise summation method
FEM
compression deformation
displacement
