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

表 2 土样的基本物理参数

Tab.2 Basic physical parameters of soil sample

参数 数值 参数 数值 ww /% 59.68 Sr /% 98.4 Gs 2.69 wL /% 49.2 γ/(kN·m−3) 16.3 wp /% 27.1 e 1.64 k/(cm·s−1) 1.4×10−7