摘要
通过对达渝高速公路地基软土的室内特性非常规试验,深入探讨了侧压力系数随力、固结程度、时间的变化过程。通过试验与理论分析,进一步揭示了土在固结过程中主固结、次固结及荷载压力间的工作机理,得出的成果对进一步完善固结计算方法有指导意义。
Through abnormally testing the foundation soft clay from Dayu in Sichuan province, the paper researches the reason lateral force coefficient of saturated clay changes with changing of degree of consolidation,time and force. By the analysis, it is further found working principle of primary consolidation,secondary consolidation,verdict force during the consolidation course soft clay.
出处
《山西建筑》
2006年第2期89-90,共2页
Shanxi Architecture
关键词
饱和土
固结
侧压力系数
soft clay, consolidation, lateral-force coefficient
