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 9 试验组Ⅱ和Ⅲ各模型桩的Q-s曲线

Fig.9 Q-s curve of model piles in test group Ⅱ and Ⅲ