Estimation of Resilient Modulus Constitutive Model Parameters for Unbound Coarse Materials for MEPDG

Design and sustainability analyses of road base layers stabilized with traditional and nontraditional additives

“…Furthermore, to attain a more comprehensive understanding of the stabilization durability, the RLTTs are performed both before and after the exposure of the samples to 10 FT cycles. Differently from other most common and rapid experimental procedures like UCS and CBR tests (Araya et al, 2010), RLTT is non-destructive and the obtained results can be directly implemented into a mechanistic-empirical road design (Alnedawi et al, 2022;Chowdhury and Kassem, 2022;Ghadimi and Nikraz, 2017;Titi and Matar, 2018). As reported in Table 1, only one previous study has employed RLTT to compare the effects of traditional and nontraditional soil stabilizers in connection with FT cycles (Pierre et al, 2008).…”