Abstract: Resilient modulus (MR) serves as a fundamental material property utilized for characterizing unbound pavement materials in pavement design. While the repeated load triaxial test (RLT) is the standard method to determine ...

Abstract: To investigate the long-term performance evolution of microbial-induced carbonate precipitation (MICP) technology for treating calcareous sand, a 150 day dry–wet (DW) cycle test was conducted considering the actual ...