不平顺路面对交通荷载引起的地基振动影响
陈瑶1,2(),蔡袁强1,3,曹志刚1,*(),王海江4
Influences of pavement irregularity on ground vibrations generated by moving traffic load
Yao CHEN1,2(),Yuan-qiang CAI1,3,Zhi-gang CAO1,*(),Hai-jiang WANG4

图 11. 地基 $z = 2.5\;{\rm{ m}}$处土体超静孔隙水压随地基上、下层土体剪切模量之比的变化

Fig.11. Changes of excess pore water pressure of the subsoil at depth of 2.5 m against ratio of shear modulus of upper and lower soil