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 10 模型桩P1桩周土不同位置的十字板强度

Fig.10 Distribution of vane shear strength of soil around model pile P1