所屬欄目:土石筑壩材料碾壓試驗(yàn)
3.3.1 Start the selected vibratory roller to normal operatingcondition outside the compaction site and then guide it into the site ata speed of 2 km/h to 3 km/h by test personnel. Operate the vibratoryroller by traveling forward and backward repeatedly (a ......(本文共 1739 字 ) [閱讀本文] >>