Embankment dams: Embankment construction, Part 10
U.S. Dept. of the Interior, Bureau of Reclamation, Denver Office, 1991 - Technology & Engineering - 55 pages
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Atterberg limits blasting borrow areas borrow material borrow pit compaction equipment compaction test Construction Control construction staff construction surface contractor crawler tractor cutoff trench density and optimum density and water design standard desired dewatering system direct methods Disk Plow disking ditches drain drainage drilling and blasting Earth Manual EMBANKMENT DAMS embankment fill embankment zones ensure field density test fill material fill placement filter material front-end loaders gravel grout hand compactors hand-operated hauling heavy equipment impervious material in-place inspection inspector layer lift thickness loading loose lift maximum density minimum number of passes obtained operations optimum water content oversize rock particles percent pervious fill pervious material Piezometers pipe plastic power tampers processing record samples relative density Ridgway Dam riprap rock fill rockfill dams rubber-tired roller sand screen seepage semipervious Soil Cement spalls specifications stockpile test fill test quarries trucks unsound rocks usually vibration vibratory roller Waddell Dam Weather wellpoint