Experimental study on the compaction deformation evolution and energy dissipation characteristics of graded broken rock mass. [PDF]
Peiyun X +5 more
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Investigation of the effects of aerators in reducing cavitation damage on spillways using two-phase numerical modeling. [PDF]
Bagherzadeh S +2 more
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Modeling Interface Damage with Random Interface Strength on Asphalt Concrete Impervious Facings. [PDF]
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]
Liu Q, Xie X, Qian L, Guo X, Cai X.
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Research on the Interlayer Bonding and Temperature Control Optimization of Asphalt Concrete Core Wall. [PDF]
Luo Z +5 more
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The Impact of Bedrock Material Conditions on the Seismic Behavior of an Earth Dam Using Experimentally Derived Spatiotemporal Parameters for Spatially Varying Ground Motion. [PDF]
Boroń P, Dulińska JM.
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Testing and modeling of the state-dependent behaviors of rockfill material
Computers and Geotechnics, 2014Abstract Dense Tacheng rockfill material (TRM) exhibits strain softening and dilation during drained triaxial tests, and therefore, an adapted Rowe’s stress–dilatancy equation was proposed for TRM. This equation incorporates an internal state index related to the density and pressure, as well as the coefficient of particle breakage and rotation.
Yang Xiao, Yumin Chen, Jingshan Jiang
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The density of rockfill material is an important index to evaluate the quality of rockfill dams. It is of great significance to accurately obtain the densities and permeability coefficients of rockfill material dams quickly and accurately by scientific ...
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