摘要
基于软基固结沉降机理,提出了分级等速加载条件下软基平均固结度、沉降量与时间的关系式,给出了软基卸载控制的建议,得出了将工后沉降和平均固结度的方法结合起来可以有效确定卸载时间的结论。
Based on the soft foundation consolidation settlement mechanism, the relationship of soft foundation average consolidation, settlement and times in categorization isokinetic loading are proposed, soft foundation unloading control proposals are raised, condudes that the combvnation of sinking and average stabvlvty could fix the time of unloading.
出处
《山西建筑》
2008年第4期140-141,共2页
Shanxi Architecture
关键词
超载预压
软基
固结度
卸载
superload precompression, soft foundation, degree of consolidation, unloading
