开孔管桩真空固结提高承载力模型试验

唐晓武,邹渊,林维康,赵文芳,王天琦

Model experiment on improving bearing capacity of perforated pipe piles by vacuum consolidation

Xiao-wu TANG,Yuan ZOU,Wei-kang LIN,Wen-fang ZHAO,Tian-qi WANG

图 5 模型桩P1排水量随抽真空时间的变化曲线

Fig.5 Curve of water discharge with vacuum time in model pile P1