摘要
用参数拟合法预测基础沉降过程．考虑了土的加载过程、排水条件、非线性的本构关系、孔压的产生和消散等因素的影响．通过实例计算，取得了较好的预测效果．
The foundation settlement process is predicted with the parameter fitting method. The loading and drainage conditions, constitutive relation, production and dissipation of pore pressure are considered. Case analysis proves this method to be feasible.
出处
《河海大学学报（自然科学版）》
CAS
CSCD
1998年第1期24-27,共4页
Journal of Hohai University(Natural Sciences)
关键词
基础沉降
预测模型
固结
拟合
预测
foundation settlement
forecasting model
consolidation
fitting
