A series of monotonic and repeated load resilient modulus triaxial tests were conducted on unreinforced and geogridreinforced crushed limestone samples to evaluate the effects of the stiffness, location, and number of geogrid layer/s on the strenght properties and stress strain response parameters of those samples. Five different types geogrids were used, and for each geogrid type, four differe…
LOKASI: Ruang Koleksi Umum Rak: 3