摘要
通过对饱和软土固结特性的理论分析与试验,提出了可以同时考虑加荷、沉降与时间关系的饱和软土地基沉降计算模型。将仿真计算及实测结果与原位观测沉降过程相比较,结果表明,该方法更加可靠,且简单可行。
Via analyzing consolidation settlement of saturated soft soil in theory and test, this paper presents a practical foundation settlement calculation model of saturated soft soil in taking into account the relation among pressure, settlement and time at the same time. In comparing of simulation calculation,fiecd measured results and the process of the in-situ observing settlement, the findings indicate that this method is reliable and simple in
出处
《西安理工大学学报》
CAS
2003年第4期317-321,共5页
Journal of Xi'an University of Technology
关键词
软土地基
固结沉降
仿真计算
soft soil foundation
consolidation settlement
simulation calculation
