4in-Hung Hwang,Neng Liang,Cheng-Hsing Chen.Ground response during pile driving[J].Journal of geotechnical and geoenvironmental engineering[J],2001. 被引量:1
5Juan M.Pestana,Christopher E.Hunt and Jonathan D.Bray.Soil Deformation and Excess Pore Pressure Field around a Closed-Ended Pile[J].Journal of geotechnical and geoenvironmental engineering,2002. 被引量:1
6Blanchet,R.,Tavenas,F.,and Garneau,R.Behaviour of friction piles in soft sensitive clays[J].Can,Geotech.J.,17 ~21,203~224,1981. 被引量:1
7Bozozouk,M.,Fellenius,B.H.,and Samson,L.Soil disturbance from pile driving in sensitive clay[J].Can.Geotech.J.,15,346 ~361,1978. 被引量:1
8Fellenius,B.H.,and Samson,L.Testing of drivability of concrete piles and disturbance to sensitive clay[J].Can.Geotech.J,1976. 被引量:1
9Lehane,B.M.,and Jardine,R.J.Displacement pile behaviour in a soft marine clay[J].Can.Geotech.,1994. 被引量:1