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