A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage
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Wei Wu | Xiu-li Du | Cheng-shun Xu | Hao Qian
[1] D. Liao,et al. Hypoplastic model for sand under multidirectional shearing conditions considering fabric change effect , 2022, Soil Dynamics and Earthquake Engineering.
[2] D. Mašín,et al. Evaluation of hypoplastic model for soft clays by modelling of Nicoll highway case history , 2021 .
[3] T. Westover,et al. Flow characterization of compressible biomass particles using multiscale experiments and a hypoplastic model , 2021 .
[4] Z. X. Yang,et al. Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading , 2021, Acta Geotechnica.
[5] Haruyuki Yamamoto,et al. Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea , 2021, Engineering Geology.
[6] Zhongxuan Yang,et al. A hypoplastic model for granular soils incorporating anisotropic critical state theory , 2020, International Journal for Numerical and Analytical Methods in Geomechanics.
[7] Chao Zhang,et al. Mechanical behavior and particle breakage of tailings under high confining pressure , 2020 .
[8] Houzhen Wei,et al. Particle obstruction and crushing of dredged calcareous soil in the Nansha Islands, South China Sea , 2019, Engineering Geology.
[9] J. Fonseca,et al. On the kinematics of shelly carbonate sand using X-ray micro tomography , 2019, Engineering Geology.
[10] V. Sivakumar,et al. Small-strain behaviour and crushability of Ballyconnelly carbonate sand under monotonic and cyclic loading , 2018, Canadian Geotechnical Journal.
[11] D. Gallipoli,et al. Critical state behaviour of weakly bonded soil in drained state , 2018 .
[12] Yang Wu,et al. Influences of Particle Characteristic and Compaction Degree on the Shear Response of Clinker Ash , 2017 .
[13] Yang Wu,et al. Shear behaviour of methane hydrate bearing sand with various particle characteristics and fines. , 2017 .
[14] Guofang Xu,et al. Modeling the viscous behavior of frozen soil with hypoplasticity , 2016 .
[15] Sanjay Nimbalkar,et al. Application of bounding surface plasticity concept for clay-fouled ballast under drained loading , 2015 .
[16] Wei Wu,et al. A SPH approach for large deformation analysis with hypoplastic constitutive model , 2015 .
[17] R. Borja,et al. Micropolar hypoplasticity for persistent shear band in heterogeneous granular materials , 2015 .
[18] Yang Wu,et al. Evaluation of crushing stress at critical state of granulated coal ash in triaxial test , 2014 .
[19] Dirk Wegener,et al. Numerical simulation of a tunnel surrounded by sand under earthquake using a hypoplastic model , 2014 .
[20] Yifei Sun,et al. Bounding surface model for ballast with additional attention on the evolution of particle size distribution , 2014 .
[21] J. DeJong,et al. Particle breakage and the critical state of sand , 2014 .
[22] Behzad Fatahi,et al. A constitutive model for cemented clays capturing cementation degradation , 2014 .
[23] H. Shahnazari,et al. Effective parameters for the particle breakage of calcareous sands: An experimental study , 2013 .
[24] Jürgen Grabe,et al. Active earth pressure shielding in quay wall constructions: numerical modeling , 2012 .
[25] Matthew Richard Coop,et al. THE INFLUENCE OF PARTICLE BREAKAGE ON THE LOCATION OF THE CRITICAL STATE LINE OF SANDS , 2011 .
[26] Adrian R. Russell,et al. PARTICLE CRUSHING AND DEFORMATION BEHAVIOUR , 2010 .
[27] Andrzej Niemunis,et al. Anisotropic visco-hypoplasticity , 2009 .
[28] Minna Karstunen,et al. Micromechanical analysis of kinematic hardening in natural clay , 2009 .
[29] E. Bauer. Hypoplastic modelling of moisture-sensitive weathered rockfill materials , 2009 .
[30] Itai Einav,et al. Breakage mechanics—Part I: Theory , 2007 .
[31] Seiichi Miura,et al. Deformation-strength evaluation of crushable volcanic soils by laboratory and in-situ testing , 2003 .
[32] Eduardo Alonso,et al. A CONSTITUTIVE MODEL FOR CRUSHED GRANULAR AGGREGATES WHICH INCLUDES SUCTION EFFECTS , 2003 .
[33] Wei Wu,et al. Hypoplastic constitutive model with critical state for granular materials , 1996 .
[34] Wei Wu,et al. A simple hypoplastic constitutive model for sand , 1994 .
[35] Matthew Richard Coop,et al. The mechanics of uncemented carbonate sands , 1990 .
[36] Iraj Farhoomand,et al. Compressibility and crushing of granular soil in anisotropic triaxial compression , 1967 .