软基中多向受荷大直径单桩桩土相互作用试验研究

戴朴修,刘开富,谢新宇,徐越栋

Experimental investigation on pile-soil interaction of monopile under multidirectional load in soft foundation

Puxiu DAI,Kaifu LIU,Xinyu XIE,Yuedong XU

图 14 2.0D深度处的循环p-y曲线($ \lambda $=0.2)

Fig.14 Cyclic p-y curves at depth of 2.0D ($ \lambda $=0.2)