Does anybody have any experience or opinions about an appropriate structural coefficient to use in pavement design for asphalt millings placed instead of an aggregate base course (ABC) layer beneath asphalt pavement?
The millings will not have any emulsion, rejuvenators, or additives of any...
I am concerned about removing sheet piling that will be installed in an existing embankment dam to function as a cofferdam while the intake is replaced. The main concern is that the soils will be disturbed when the sheet piles would be removed after construction and that seepage through the...
