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Open public full textRights: UNKNOWN · https://www.elsevier.com/tdm/userlicense/1.0/ · Source: journal-auto-sync:external:CROSSREF_ISSN
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Privacy-aware community infrastructureA.M Puzrin, A Shiran
Abstract
Rights: UNKNOWN · https://www.elsevier.com/tdm/userlicense/1.0/ · Source: journal-auto-sync:external:CROSSREF_ISSN
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Shear modulus and damping of soils: design equations and curves
10.1061/jsfeaq.0001760 · 1972
Time effects on dynamic shear modulus of clays
10.1061/jsfeaq.0001819 · 1972
Dynamic properties of soft clays for wide strain range
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Unified dynamic shear moduli and damping ratios of sand and clay
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Shear moduli of sands under cyclic torsional shear loading
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Effects of the constitutive relationship on seismic response of soils. Part II. The site amplification study
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On a class of models for the yielding behavior of continuous and composite systems
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Dynamic response analysis of level ground based on the effective stress method
1982
Effect of degradation on seismic response of Israeli continental slope
10.1061/(asce)1090-0241(1997)123:2(85) · 1997
Modeling stress–strain relations of sand
10.3208/sandf1972.33.2_60 · 1993
Normalized behavior of clay under irregular cyclic loading
10.1139/t90-004 · 1990
Development of strain during monotonic shear of soft clay
10.1061/(asce)0733-9410(1992)118:5(704) · 1992
Some observations of the kinematic nature of soil stiffness
10.3208/sandf1972.32.2_111 · 1992
Nonlinear behavior of soft clays during cyclic loading
1978
An effective stress model for liquifaction
1978
Normalized non-degrading behavior of soft clay under cyclic simple shear loading
10.1061/(asce)0733-9410(1995)121:12(836) · 1995
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Evaluation of soil properties for use in earthquake response analysis in geomechanical practice
1986
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Soil motion computations by characteristics method
10.1061/ajgeb6.0000021 · 1974
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Modulus and damping due to uniform and variable cyclic loading
10.1061/(asce)0733-9410(1988)114:8(861) · 1988
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Strain rate effects on shear modulus and damping of normally consolidated clay
10.1520/gtj11005j · 1995
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