Liquefaction Potential: Developments Since 1976

[1]  N C Donovan A STOCHASTIC APPROACH TO THE SEISMIC LIQUEFACTION PROBLEM , 1972 .

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

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[10]  Sukhmander Singh,et al.  Liquefaction Criteria for Trans-Alaska Pipeline , 1978 .

[11]  T. Leslie Youd,et al.  Historic Ground Failures in Northern California Triggered by Earthquakes , 1978 .

[12]  T L Youd,et al.  MAPPING LIQUEFACTIONINDUCED GROUND FAILURE POTENTIAL , 1978 .

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

[14]  Bernd Schuppener,et al.  Closure of "Membrane Penetration and Its Effect on Pore Pressures" , 1979 .

[15]  H B Seed,et al.  DEFORMATION CHARACTERISTICS OF SANDS UNDER CYCLIC LOADING , 1971 .

[16]  H. Bolton Seed,et al.  Cyclic Loading Liquefaction of Gravelly Soils , 1975 .

[17]  H B Seed,et al.  SIMPLIFIED PROCEDURE FOR EFFECTIVE STRESS ANALYSIS OF GROUND RESPONSE , 1979 .

[18]  H. Seed,et al.  Effects of System Compliance on Liquefaction Tests , 1978 .

[19]  Shobha K Bhatia,et al.  The verification of relationships for effective stress method to evaluate liquefaction potential of saturated sands , 1982 .

[20]  Achintya Haldar,et al.  PROBABILISTIC EVALUATION OF LIQUEFACTION POTENTIAL , 1979 .

[21]  H B Seed,et al.  Cyclic Stress Conditions Causing Liquefaction of Sand , 1960 .

[22]  K. Z. Andrawes,et al.  Deformation Characteristics of Granular Materials Under Hydrostatic Compression , 1972 .

[23]  F. Tatsuoka,et al.  Undrained Deformation and Liquefaction of Sand under Cyclic Stresses , 1975 .

[24]  P. Newland,et al.  Volume Changes During Undrained Triaxial Tests on Saturated Dilatant Granular Materials , 1959 .

[25]  Kenji Ishihara,et al.  Simple Method of Analysis for Liquefaction of Sand Deposits During Earthquakes , 1977 .

[26]  Robert D. Stoll,et al.  Threshold of Dilation under Cyclic Loading , 1977 .

[27]  H. Bolton Seed,et al.  LIQUEFACTION OF SATURATED SANDS DURING CYCLIC LOADING , 1966 .

[28]  F. E. Richart,et al.  Soil Motion Computations by Characteristics Method , 1974 .

[29]  P. Lade,et al.  Membrane Penetration Effects in Undrained Tests , 1977 .

[30]  Kenji Ishihara,et al.  EFFECTS OF OVERCONSOLIDATION AND K0 CONDITIONS ON THE LIQUEFACTION CHARACTERISTICS OF SANDS , 1979 .

[31]  W. Finn,et al.  CYCLIC PORE PRESSURES UNDER ANISOTROPIC CONDITIONS , 1978 .

[32]  I. Ishibashi,et al.  Soil Liquefaction by Torsional Simple Shear Device , 1974 .

[33]  Shobha K Bhatia,et al.  Endochronic Theory of Sand Liquefaction , 1980 .

[34]  Gonzalo Castro,et al.  Liquefaction and Cyclic Mobility of Saturated Sands , 1975 .

[35]  H B Seed,et al.  Fundamentals of Liquefaction under Cyclic Loading , 1975 .

[36]  Kenji Ishihara,et al.  LIQUEFACTION OF SATURATED SAND IN TRIAXIAL TORSION SHEAR TEST , 1972 .

[37]  R. Whitman,et al.  Risk Analysis for Ground Failure by Liquefaction , 1978 .

[38]  Julio E. Valera,et al.  SOIL LIQUEFACTION PROCEDURES--A REVIEW , 1977 .

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

[40]  E. Faccioli A stochastic model for predicting seismic failure in a soil deposit , 1972 .

[41]  D. J. Pickering Drained Liquefaction Testing in Simple Shear , 1973 .

[42]  H. Bolton Seed,et al.  Sand Liquefaction Under Cyclic Loading Simple Shear Conditions , 1968 .

[43]  G. R. Martin,et al.  COMPARISON OF DYNAMIC ANALYSES FOR SATURATED SANDS , 1978 .

[44]  I. M. Idriss,et al.  SIMPLIFIED PROCEDURE FOR EVALUATING SOIL LIQUEFACTION POTENTIAL , 1971 .

[45]  W. D. Liam Finn,et al.  An Effective Stress Model for Liquefaction , 1977 .