基于水平低应变法的高承台桩缺陷检测研究
赵爽,吴君涛,邱欣晨,王奎华,涂园

Study on defect detection of extended pile shaft under lateral low-strain integrity test
Shuang ZHAO,Jun-tao WU,Xin-chen QIU,Kui-hua WANG,Yuan TU
表 3 高承台单桩水平低应变法数值模型计算参数
Tab.3 Default parameters of numerical model of lateral low-strain integrity test on extended pile shaft
部件 密度/(kg·m−3 弹性模量/MPa 泊松比
1 050 2 200 0.12
1 800 20 0.35