[1] Chen Long-zhu,et al.,Propagation of elastic waves in water-saturated soils,Acta Mechanica Sinica,3,1(1987).
[2] Chen Long-zhu.Propagation velocities of elastic waves in saturated soils and applications,Ph.D.Dissertation of Zhejiang University(1987).(in Chinese).
[3] Ishihara,K.,Approximate forms of wave equations for water-saturated porous materials andrelated dynamic moduli,Soils and Foundations,10,4(1970).
[4] Tmai,T.,P-and S-wave velocities of ground in Japan,Proc.9th ICSMFE,2(1977).
[5] Hardin,B.O.,The nature of stress-strain behavior in soils,Proc.of Conf.on Earthquake Engrg.and Soil Dynamics,ASCE,1(1978).
[6] Gong Xiao-nan,et al.,Behaviors of soft clay subgrade under oil tanks,Chinese Journal of Geotechnical Engrg.,4(1985).(in Chinese).
[7] Whitman,R.V.,The Response of Soils to Dynamic Loading Loading,AD708625(1970).
[8] Allen,N.F.,et al.,Fluid wave propagation in saturated and nearly saturated sand,ASCE,106,GT3(1980).
[9] De Alba,P,,et al.,Elastic-wave velocities and liquefaction potential,Geot.Testiong J.,7,2(1984).
[10] Chen Long-zhu,and Wu Shi-ming,Determination of porosity and unit weight of saturated soil by wave method,Journal of Zhejiang University(accepted).(in Chinese). |