Papers

@article{orosa_numerical_2022,

title = {Numerical simulation of the stiffness evolution with curing of pavement sections rehabilitated using cold in-place recycling technology},

author = {Pablo Orosa-Iglesias and Luis Medina-Rodríguez and Jesús Fernández-Ruíz and Ignacio Pérez-Pérez and Ana M. Rodríguez-Pasandín},

url = {https://www.sciencedirect.com/science/article/pii/S0950061822011643},

doi = {10.1016/j.conbuildmat.2022.127487},

issn = {0950-0618},

year  = {2022},

date = {2022-06-01},

urldate = {2026-08-10},

journal = {Construction and Building Materials},

volume = {335},

pages = {127487},

abstract = {Cold in-place recycling (CIR) technologies are becoming one of the main bets in the road sector to promote the reduction of greenhouse gas emissions. This technique also contributes to the circular economy, reusing 100% of the RAP from worn roads. In this research, numerical simulations of CIR sections are presented. The nonlinear behaviour of the CIR-base material is modelled using three predictive models based on triaxial test results. Variations in the performance depending on the type of subbase, the curing of the CIR-base material and its thickness, and the effect of the wearing-course were analysed. The response of the sections with unbound granular subbase proved to be very sensitive to variations in the parameters studied, and the increase in CIR base thickness was beneficial, while the opposite occurred with a cement-treated subbase.},

keywords = {3D numerical model, Bitumen emulsion, Bitumen stabilised material (BSM), Cold in-place recycling (CIR), Nonlinear elastic behaviour, Reclaimed asphalt pavement (RAP), Rutting, Triaxial testing},

pubstate = {published},

tppubtype = {article}

}