共 16 条
[1]
The pore-pressure coefficients A and B. Skempton A W. Geotechnique . 1954
[2]
Pore pressure coefficient for soil and rock and its relation to compressional wave velocity. YANG J. Géotechnique . 2005
[3]
A Novel Bender/Extender Element for Soil Testing. Lings,M. L. and Greening,P. D. Geotechnique . 2001
[4]
Effects of air bubbles on B-value and P-wave velocity of a partly saturated sand. Tamura,S,Tokimatsu,K,Abe,A,Sato,M. Soils and Foundations . 2002
[5]
Dynamic properties of granular materials at the macro and micro scales. GU Xiao-qiang. . 2012
[6]
Bender element,performance and signal interpretation. LEE J S,SANTAMARINA J C. Journal of Geotechnical and Geoenvironmental Engineering . 2005
[7]
Observation of Biot compressional wave of the second kind in granular soils. Nakagawa,K.,Soga,K.,Mitchell,J.K. Geotechnique . 1997
[8]
Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities. Tsukamoto,Y,Ishihara,K,Nakazawa,H,Kamada,K,Huang,Y. Soils and Foundations . 2002
[9]
Recent studies on liquefaction resistance of sand:Effect of saturation. Ishihara K,Tsuchiya H,Huang Y,et al. Proc.4th Int.Conf.on Re-cent Advances in Geotechnical Earthquake Engineering and Soil Dynamics . 2001
[10]
Interpretation of bender element tests. Viggani G,Atkinson J H. Geotechnique . 1995