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 1 高承台单桩水平振动响应数值分析模型计算参数
Tab.1 Default parameters of numerical model for analyzing lateral vibration response of extended pile shaft
部件 密度/(kg·m3 弹性模量/MPa 泊松比
2500 40000 0.15
1800 30 0.35