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A particulate-scale investigation of cemented sand behavior
283
Citations
22
References
2008
Year
EngineeringCement ManufactureMechanical EngineeringDiscrete Element MethodMechanics ModelingGeotechnical EngineeringDem SimulationsMaterials ScienceCementationReinforced ConcreteParticulate-scale InvestigationMaterial MechanicsCivil Engineering MaterialsSediment TransportConcrete StructuresCement-based Construction MaterialMechanical PropertiesCivil EngineeringGeomechanicsPortland Cement SandConstruction EngineeringMechanics Of Materials
The study combines triaxial tests and DEM simulations to investigate the mechanisms underlying the unique behavior of artificially cemented sands. DEM simulations of Portland cement sand were performed using small cementing particles and flexible membrane boundaries to model particle interactions and force‑chain development. Experiments and simulations show that increasing cement content in Portland cement sand enhances strength, induces volumetric dilation, and promotes shear banding with stable force‑chain networks, while gypsum‑cemented sand exhibits distinct responses, and shear bands display intense bond breakage, particle rotation, and high porosity.
In this paper, triaxial tests and numerical simulations using the discrete element method (DEM) are combined to explore the underlying mechanisms of the unique behavior of artificially cemented sands. The experimental results show that strength enhancement, volumetric dilation, and the shear banding associated failure mode are observed in Portland cement sand; these features become more pronounced with increasing cement content. Different responses are found in gypsum-cemented sand even though both types of cemented sand specimens were prepared under very similar void ratios before shearing. The DEM simulations on the Portland cement sand were carried out under two particular arrangements (i.e., the use of small cementing particles and flexible membrane boundaries). The simulation results reveal that particles in the bonding network jointly share the loading and many micro force-chains associated with cementation are created. Compared with uncemented sand, a more stable and stronger force–chain complex subjected to smaller force concentration is formed in cemented sand, which gives rise to higher strength. Intensive bond breakage, concentrated relative particle movement, column-like force chains, great particle rotation, and high local porosity are found inside the shear band. The bonded clusters remain at large strains to help stabilize the particle arch and therefore to maintain the volumetric dilation.
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