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A platform for research: civil engineering, architecture and urbanism
Stabilizing constructed masonry dams by means of cement injections
Author's experience in grouting of three Indian gravity dams of rubble masonry, faced with ashlar, aggregating 14,000 ft in length, 30 ft to 190 ft high; results of borings and injection of 64,000 bbl of Portland cement into 380,000 ft of drill holes in three dams, working under full reservoir conditions; experimental injections; interior tube method; lubrication methods; chemical treatment. (See also - n 2 Feb 1935 p 187-224, n 6 discussion July p 898-902, n 7 Aug p 1107-11, n 8 Oct p 1210-1)
Stabilizing constructed masonry dams by means of cement injections
Author's experience in grouting of three Indian gravity dams of rubble masonry, faced with ashlar, aggregating 14,000 ft in length, 30 ft to 190 ft high; results of borings and injection of 64,000 bbl of Portland cement into 380,000 ft of drill holes in three dams, working under full reservoir conditions; experimental injections; interior tube method; lubrication methods; chemical treatment. (See also - n 2 Feb 1935 p 187-224, n 6 discussion July p 898-902, n 7 Aug p 1107-11, n 8 Oct p 1210-1)
Stabilizing constructed masonry dams by means of cement injections
Am Soc Civ Engrs -- Proc
Cole, D.W. (author)
1935
3 pages
Article (Journal)
English
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Stabilizing constructed masonry dams by means of cement injections
| Engineering Index Backfile | 1936
| Engineering Index Backfile | 1887