非饱和黄土场地桩-土动力相互作用试验研究

周敉,冯鹏飞,刘平均

Experimental study on pile-soil dynamic interaction in unsaturated loess site

Mi ZHOU,Peng-fei FENG,Ping-jun LIU

图 12 幅值为15g的正弦波作用下的桩身弯矩

Fig.12 Pile bending moment under sine wave with amplitude of 15g