摘要
结合有限元计算软件Plaxis,确定了该软土在流变模型SSC(Soft Soil Creep)中的数值计算参数,并以此计算了揭普软土地基上某基坑工程的变形量,与实测值比较吻合,说明采用流变模型分析软土工程的合理性与必要性。
Utilizing finite dement software-Plaxis the parameters for numerical calculation of soft soil in soft soil creep model are determined. Based upon thee parameters the deformation value of the soft soil foundation in one excavation work is calculated, which is in good agreement with the experimental data. Results show that application of SSC model in soft soil analysis is reasonable and practicable.
出处
《山西建筑》
2006年第3期95-96,共2页
Shanxi Architecture
关键词
软土变形
流变
基坑工程
有限元
deformation of soft soil, creep, foundation pit work, finite dement
