A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Core studies in the hydraulic-fill dams of the Miami conservancy district
It is shown that gradation of core material may be controlled during construction, even with borrow-pit materials of widely different character; considerable excess of fines is required in borrow-pit material; reasonably wide core may be obtained with absolute safety; fairly high percentage of extremely fine material in core is not objectionable, provided material is properly graded. (See also - no. 3 (discussion) Mar 1922, pp. 453-473, 11 figs.)
Core studies in the hydraulic-fill dams of the Miami conservancy district
It is shown that gradation of core material may be controlled during construction, even with borrow-pit materials of widely different character; considerable excess of fines is required in borrow-pit material; reasonably wide core may be obtained with absolute safety; fairly high percentage of extremely fine material in core is not objectionable, provided material is properly graded. (See also - no. 3 (discussion) Mar 1922, pp. 453-473, 11 figs.)
Core studies in the hydraulic-fill dams of the Miami conservancy district
Am. Soc. Civ. Engrs. Proc
Paul, Charles H. (author)
1922
11 pages
Article (Journal)
English
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Hydraulic fill dams for Miami conservancy district
Engineering Index Backfile | 1920
Hydraulic fill dams of the Miami conservancy district
| Engineering Index Backfile | 1919
The hydraulic fill dams of the Miami conservancy district
| Engineering Index Backfile | 1919
Methods of constructing hydraulic fill dams of Miami conservancy district
Engineering Index Backfile | 1919