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 8 试验组Ⅰ模型桩的Q-s曲线

Fig.8 Q-s curve of model piles in test group Ⅰ