成层广义Gibson地基中桩的水平动力响应
邱杰凯, 丁肇伟, 宋春雨, 陈龙珠

Horizontal Dynamic Response of Pile Based on Layered Generalized Gibson Foundation
QIU Jiekai, DING Zhaowei, SONG Chunyu, CHEN Longzhu
图7 桩土刚度比Ep/Es1(0)对桩身水平位移幅值的影响
Fig.7 Influence of Ep/Es1(0) on amplitude of horizontal displacement of pile