摘要
通过对饱和软土的实验和理论分析 ,提出可同时考虑加荷、沉降和时间关系的软基沉降计算理论和仿真计算方法 。
By test and analysis for saturated soft soil, this paper puts forward the calculation theory and emulation calculation methods for soft ground settlement by considering the relationship among loading, settlement and time. The method can meet the requirement of intensity control of earth filling and settlement calculation during or after construction of highway with soft ground.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2000年第4期21-25,共5页
China Journal of Highway and Transport
关键词
公路软土地基路堤
沉降计算
变荷载条件
coefficient of consolidation
soft soil
coefficient of permeability
