This study was motivated by the difficulty in determining the resilient modulus of soils using the repeated load triaxial test (RLTT) recommended by the mechanistic-empirical pavement design guide (MEPDG). An alternative means to estimate the resilient modulus of fine-grained soils has been established in the form of three models that were developed using three supervised … Read More
!!!NEW PAPER ALERT!!! Prediction of resilient modulus of fine-grained soil for pavement design using KNN, MARS, and random forest techniques
