Fundamental factors affecting liquefaction susceptibility of sands

Liquefaction phenomena in saturated sands are examined. Fundamental factors that influence liquefaction susceptibility are considered from the background of comprehensive experimental evidence from test results on reconstituted specimens. These include those related to the loading system characteristics which do not enable measurements of the true post-peak behaviour. In particular, several issues related to the influence of initial state variables, on which there appears to be a lack of consensus in the literature, are dealt with. It is shown that at identical initial void ratio - effective stress state, undrained (constant volume) behaviour is profoundly affected by the fabric that ensues upon sample reconstitution. Very loose moist-tamped states are unlikely to be accessible to in situ sands. The susceptibility to liquefaction, both static and cyclic, is not only dependent on the initial state variables, but is also strongly affected by the effective stress path during undrained shear. Comparative test...

[1]  Jin-Ching Chern Undrained response of saturated sands with emphasis on liquefaction and cyclic mobility , 1985 .

[2]  J. Stedman Effects of confining pressure and static shear on liquefaction resistance of Fraser river sand , 1997 .

[3]  J. Thomas,et al.  Liquefaction and Postliquefaction Behavior of Sand , 1995 .

[4]  Hideo Hanzawa,et al.  Undrained Strength and Stability Analysis for a Quick Sand , 1980 .

[5]  B. K. Menzies,et al.  Inherent anisotropy in a sand , 1972 .

[6]  H B Seed,et al.  Undisturbed Sampling of Saturated Sands by Freezing , 1982 .

[7]  A. Bishop The Strength of Soils as Engineering Materials , 1966 .

[8]  K. Ishihara Liquefaction and flow failure during earthquakes. , 1993 .

[9]  Yoginder P. Vaid,et al.  Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests , 1996 .

[10]  R. H. Kuerbis,et al.  STRESS PATH AND STEADY STATE , 1990 .

[11]  K. Roscoe THE INFLUENCE OF STRAINS IN SOIL MECHANICS , 1970 .

[12]  Seiichi Miura,et al.  A SAMPLE PREPARATION METHOD AND ITS EFFECT ON STATIC AND CYCLIC DEFORMATION-STRENGTH PROPERTIES OF SAND , 1982 .

[13]  Y P Vaid,et al.  Static liquefaction of sands under multiaxial loading , 1998 .

[14]  Antonio Gens,et al.  LIQUEFACTION WITH CYCLIC PRINCIPAL STRESS ROTATION. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANCIS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .

[15]  James K. Mitchell,et al.  Effects of Sample Preparation on Sand Liquefaction , 1977 .

[16]  H B Seed,et al.  Influence of Seismic History on Liquefaction of Sands , 1977 .

[17]  R. H. Kuerbis,et al.  Preshearing and Undrained Response of Sand , 1989 .

[18]  Gonzalo Castro,et al.  Liquefaction of sands , 1969 .

[19]  H. Bolton Seed,et al.  Closure of "Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes" , 1979 .

[20]  P. L. Bransby,et al.  Sand Liquefaction in Triaxial and Simple Shear Tests , 1971 .

[21]  Yoginder P. Vaid,et al.  Confining Pressure, Grain Angularity, and Liquefaction , 1985 .

[22]  S. Shibuya,et al.  A BOUNDING SURFACE FOR GRANULAR MATERIALS , 1987 .

[23]  Yoginder P. Vaid,et al.  Influence of Specimen-Reconstituting Method on the Undrained Response of Sand , 1999 .

[24]  J. A. Sladen,et al.  The liquefaction of sands, a collapse surface approach , 1985 .

[25]  M. Jefferies,et al.  Discussion: The critical state of sands , 1992 .

[26]  T. Lambe,et al.  The Strength of “Undisturbed” Clay Determined from Undrained Tests , 1964 .

[27]  Masanobu Oda,et al.  EXPERIMENTAL STUDY OF ANISOTROPIC SHEAR STRENGTH OF SAND BY PLANE STRAIN TEST , 1978 .

[28]  Jerry A. Yamamuro,et al.  Effects of nonplastic fines on static liquefaction of sands , 1997 .

[29]  Y. Vaid,et al.  Truly undrained response of granular soils with no membrane-penetration effects , 1998 .

[30]  W. F. Marcuson,et al.  Earthquake Liquefaction Potential at Patoka Dam, Indiana, , 1972 .

[31]  Raymond B. Seed,et al.  Factors Affecting Apparent Position of Steady-State Line , 1997 .

[32]  L. Bjerrum,et al.  Embankments on Soft Ground , 1973 .

[33]  John L. Enos,et al.  Liquefaction induced by cyclic loading , 1982 .

[34]  Yoginder P. Vaid,et al.  Instability and liquefaction of granular soils under undrained and partially drained states , 1998 .

[35]  J. Konrad,et al.  Ultimate state of reconstituted and intact samples of deltaic sand , 1997 .

[36]  D. Negussey,et al.  Preparation of Reconstituted Sand Specimens , 1988 .

[37]  Gonzalo Castro,et al.  Factors Affecting Liquefaction and Cyclic Mobility , 1977 .

[38]  Kenji Ishihara,et al.  Liquefaction of Soils During Earthquakes. , 1974 .