The dynamic cone penetrometer data had been conventionally used for estimating the base and subgrade California bearing ratio. In recent years, a need for developing mechanistic pavement design procedures has been emphasized. However to develop mechanistic pavement design procedures, measuring engineering properties of pavement layers is essential. Two modifications to the existing dynamic cone…
Lokasi: Ruang Koleksi Umum Rak 2
ARRB Proceedings - fourth Conference, volume 4 part 2
2006 Annual Book Of ASTM Standards Section 4 Construction, volume 04-09 Soil and Rock (II)
Konferensi Tahunan Teknik Jalan ke 2, proceedings volume I. Teknologi tanah dan geoteknik
Ruang Koleksi Standar PD: 141