Titlebook: Constitutive Modeling of Geomaterials; Advances and New App Qiang Yang,Jian-Min Zhang,Yangping Yao Conference proceedings 2013 Springer-Ver

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https://doi.org/10.1007/978-3-031-57642-3d and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep compliance values. At higher temperature, however, the mix containing 40% RAP is stiffer as compared to that containing 25% RAP.

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Language Practices in the Dahiras,-term consolidation test (LT test), respectively. The latter is expressed by an equation with three isotache parameters initially determined for Osaka Bay clays but generalized to worldwide inorganic clays with various characteristics.

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Revisiting the Paradigm of Critical State Soil Mechanics: Fabric Effects,ST) for soils, by introducing the requirement that a fabric and loading direction related scalar-valued quantity must reach a critical state value concurrently to the classical requirement of critical state values for the stress ratio . and the void ratio . . In this process a necessary ingredient i

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Disturbed State Concept (DSC) for Constitutive Modeling of Geologic Materials and ,,s rocks, rockfill, asphalt, concrete, silicon, polymers, and interfaces and joints. Because of its generality and unified nature, it has found applications for topics such as active and passive earth pressures, and representation of transfer function for piles. It also can include critical state and

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Three-Dimensional Failure in Geomaterials: Experimentation and Modeling,nfluenced by the intermediate principal stress, shear banding and cross-anisotropy. True triaxial tests on tall specimens indicated that shear banding played an important role in the shape of the 3D failure surface, and analysis of shear banding under 3D conditions showed that the isotropic failure

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Failure Mechanism and Control of Geotechnical Structures,ve for such complicated geotechnical structures. To make the reinforcement design effective and targeted, structural failure mechanism under certain actions must be analyzed because reinforcement is essentially aimed at failure control. The deformation reinforcement theory (DRT) provides a feasible