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Grain Size Correction of Pavement Unbound Granular Material Using Recycled Glass Aggregate
Technische Lieferbedingungen für Gesteinskörnungen im Straßenbau : TL Gestein-StB 04/23
Experimental Study on Unconfined Compressive Strength of Rubberized Cemented Soil
Effect of Sand Particle Size on Hydraulic-Mechanical Behavior of Bentonite-Sand Mixtures
Effects of Nano-Silica Particle Size on Fresh State Properties of Cement Paste
Strength and Deformation Characteristics of Calcareous Sands Improved by PFA
Simulation on the Process of Contact Erosion between Cohesionless Soils
Prediction Model for Disc Cutter Wear of Tunnel Boring Machines in Sandy Cobble Strata
Prediction Model for Disc Cutter Wear of Tunnel Boring Machines in Sandy Cobble Strata
The entrainment effect of a debris avalanche on the erodible substrate in the presence of water flow
The entrainment effect of a debris avalanche on the erodible substrate in the presence of water flow
Evaluation of relative density and friction angle based on SPT-N values
Evaluation of area- and volume-based gradations of sand-crushed stone mixture by 2D images
Evaluation of area- and volume-based gradations of sand-crushed stone mixture by 2D images
Fractal crushing of solid particles
Fractal crushing of solid particles
Evaluation of relative density and friction angle based on SPT-N values
Bewertungshintergrund für den Widerstand gegen Polieren von Gesteinskörnungen nach dem PWS-Verfahren