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3D mesoscopic numerical investigation on the uniaxial compressive behavior of rock-filled concrete with different ITZ and aggregate properties. [PDF]

Sci Rep
Chen P, Li Y, Tang X, Liu N.
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Experimental and DEM based characterization of flowability of non-spherical and spherical bauxite particles. [PDF]

Sci Rep
Boribayeva A, Baigarina A, Gvozdeva X, Musahanov A, Golman B.   +4 more
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Ant Colony Optimization-Driven Ensemble Learning for Carbon Emission Modelling in Fly Ash-Slag Geopolymer Concrete. [PDF]

Materials (Basel)
Pandey IK, Kumar S, Prasad B, Kumar P, Ahmed M, Hussein AB.   +5 more
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Investigation of the effects of aerators in reducing cavitation damage on spillways using two-phase numerical modeling. [PDF]

Sci Rep
Bagherzadeh S, Ghaeini-Hessaroeyeh M, Fadaei-Kermani E.   +2 more
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Modeling Interface Damage with Random Interface Strength on Asphalt Concrete Impervious Facings. [PDF]

Materials (Basel)
Peng H, Qian N, Yin D, Luo W.
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Macroscale Static Mechanical Behaviors of Cemented Sand Gravel Dams with Consideration of Construction Interfaces. [PDF]

Materials (Basel)
Liu Q, Xie X, Qian L, Guo X, Cai X.
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Sequence of events that led to the South Lhonak lake outburst flood in Sikkim, India. [PDF]

Sci Rep
Mohanty LK, Gantayat P, Dixit A, Das Adhikari M, Biswas R, Singh VK.   +5 more
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Research on the Interlayer Bonding and Temperature Control Optimization of Asphalt Concrete Core Wall. [PDF]

Materials (Basel)
Luo Z, Yang W, Han D, Pan D, Yu L, Guo T.   +5 more
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Practical nonlinear constitutive model for rockfill materials with application to rockfill dam

Computers and Geotechnics, 2020
Abstract In this paper, a nonlinear constitutive model for rockfill materials is proposed to account for the coupling influence of the mean effective stress p and the deviatoric stress q on the deformation of rockfill materials. In the model, the stress-dilatancy relationship derived from the microstructural changes of granular materials is adopted ...
Zhenyu Yin
exaly   +2 more sources