Related references
Note: Only part of the references are listed.Modeling cyclic shearing of sands in the semifluidized state
Andres R. Barrero et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2020)
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA
T. Wichtmann et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2019)
Bounding surface plasticity model for liquefaction of sand with various densities and initial stress conditions
Zhiliang Wang et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2019)
Unified Modeling of the Influence of Consolidation Conditions on Monotonic Soil Response Considering Fabric Evolution
Z. X. Yang et al.
JOURNAL OF ENGINEERING MECHANICS (2018)
Unified Modeling of the Influence of Consolidation Conditions on Monotonic Soil Response Considering Fabric Evolution
Z. X. Yang et al.
JOURNAL OF ENGINEERING MECHANICS (2018)
Impact of Static Preshearing on Undrained Anisotropy and Shear Characteristics of Sand
K. Pan et al.
INTERNATIONAL JOURNAL OF GEOMECHANICS (2018)
The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies
M. D. Jiang et al.
GRANULAR MATTER (2018)
The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials
Y. H. Xie et al.
GRANULAR MATTER (2017)
Micromechanics-based multimechanism bounding surface model for sands
H. L. Fang et al.
INTERNATIONAL JOURNAL OF PLASTICITY (2017)
Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect
Z. X. Yang et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2017)
The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials
Y. H. Xie et al.
GRANULAR MATTER (2017)
Critical State for Anisotropic Granular Materials: A Discrete Element Perspective
Z. X. Yang et al.
INTERNATIONAL JOURNAL OF GEOMECHANICS (2017)
SANISAND-Z: zero elastic range sand plasticity model
Y. F. Dafalias et al.
GEOTECHNIQUE (2016)
Major advances in liquefaction research by laboratory tests compared with in situ behavior
Takaji Kokusho
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2016)
Plasticity modeling of liquefaction effects under sloping ground and irregular cyclic loading conditions
K. Ziotopoulou et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2016)
DEM study of fabric features governing undrained post-liquefaction shear deformation of sand
Rui Wang et al.
ACTA GEOTECHNICA (2016)
A hypoplastic constitutive model for debris materials
Xiaogang Guo et al.
ACTA GEOTECHNICA (2016)
A modified multi-yield-surface plasticity model: Sequential closest point projection method
Quan Gu et al.
COMPUTERS AND GEOTECHNICS (2015)
Constitutive Modeling of Anisotropic Sand Behavior in Monotonic and Cyclic Loading
Zhiwei Gao et al.
JOURNAL OF ENGINEERING MECHANICS (2015)
Constitutive Modeling of Anisotropic Sand Behavior in Monotonic and Cyclic Loading
Zhiwei Gao et al.
JOURNAL OF ENGINEERING MECHANICS (2015)
A unified plasticity model for large post-liquefaction shear deformation of sand
Rui Wang et al.
COMPUTERS AND GEOTECHNICS (2014)
Effects of density on cyclic behaviour of anisotropically consolidated Ottawa sand under undrained torsional loading
V. N. Georgiannou et al.
GEOTECHNIQUE (2014)
Modified Bounding Surface Hypoplasticity Model for Sands under Cyclic Loading
Gang Wang et al.
JOURNAL OF ENGINEERING MECHANICS (2014)
Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation
H. Y. Sze et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2014)
A modification to dense sand dynamic simulation capability of Pastor-Zienkiewicz-Chan model
Amin Iraji et al.
ACTA GEOTECHNICA (2014)
Three-dimensional finite element study of a single pile response to multidirectional lateral loadings incorporating the simplified state-dependent dilatancy model
D. Su et al.
COMPUTERS AND GEOTECHNICS (2013)
Unique critical state characteristics in granular media considering fabric anisotropy
J. Zhao et al.
GEOTECHNIQUE (2013)
Micro-scale modeling of anisotropy effects on undrained behavior of granular soils
Z. X. Yang et al.
GRANULAR MATTER (2013)
Formulation of a sand plasticity plane-strain model for earthquake engineering applications
R. W. Boulanger et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2013)
Criterion for flow liquefaction instability
Jose E. Andrade et al.
ACTA GEOTECHNICA (2013)
Anisotropic Critical State Theory: Role of Fabric
Xiang Song Li et al.
JOURNAL OF ENGINEERING MECHANICS (2012)
Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests
Gabriele Chiaro et al.
SOILS AND FOUNDATIONS (2012)
Large post-liquefaction deformation of sand, part I: physical mechanism, constitutive description and numerical algorithm
Jian-Min Zhang et al.
ACTA GEOTECHNICA (2012)
Effect of static shear stress on the cyclic resistance of sands in simple shear loading
Siva Sivathayalan et al.
CANADIAN GEOTECHNICAL JOURNAL (2011)
Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
J. Yang et al.
GEOTECHNIQUE (2011)
Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand
Zhen-Yu Yin et al.
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2010)
Micro-Macro Quantification of the Internal Structure of Granular Materials
Xia Li et al.
JOURNAL OF ENGINEERING MECHANICS (2009)
Undrained monotonic and cyclic simple shear behaviour of carbonate sand
D. Porcino et al.
GEOTECHNIQUE (2008)
Quantifying and modelling fabric anisotropy of granular soils
Z. X. Yang et al.
GEOTECHNIQUE (2008)
Sand plasticity model accounting for inherent fabric anisotrophy
YF Dafalias et al.
JOURNAL OF ENGINEERING MECHANICS (2004)
Simple plasticity sand model accounting for fabric change effects
YF Dafalias et al.
JOURNAL OF ENGINEERING MECHANICS (2004)
Investigations of shear banding in an anisotropic hypoplastic material
E Bauer et al.
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2004)
Influence of generalized initial state and principal stress rotation on the undrained response of sands
S Sivathayalan et al.
CANADIAN GEOTECHNICAL JOURNAL (2002)
Microstructural interpretation on reliquefaction of saturated granular soils under cyclic loading
M Oda et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2001)
Effect of microstructure on undrained behaviour of sands
RG Wan et al.
CANADIAN GEOTECHNICAL JOURNAL (2001)