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Common terms and phrasesanisotropy apparatus ASCE axial strain behaviour bender elements Benedetto cell Characteristics of Geomaterials clay coefficient compaction confining pressure creep curve cyclic loading damping ratio decrease Deformation Characteristics density deviator stress diameter displacement DSDSS dynamic effective stress elastic Equation experimental frequency friction Geotechnical Engineering Geotechnique Gmax grains granular horizontal Hostun in-situ increases initial isotropic layer lime material mean effective stress measured mechanical method normal number of cycles observed obtained oedometer oedometer tests Osaka Bay parameters particles peak plate Poisson's ratio pore pressure Presti properties range recycled aggregate relationship rock sample seismic sensors shear band shear modulus shear strain shear strength shear stress shear tests shear wave shear wave velocity shown in Figure shows Simulation small strain specimen stiffness strain level strain rate stress path stress-strain Tatsuoka test results test-specimen tion torsional Toyoura sand transducers triaxial tests undrained values vertical void ratio water content Young's modulus Bibliographic information
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