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Corpus Christi dam failure
Causes and description of failure of rolled-fill earth dam, with 1250-ft. concrete spillway on piles, with loss of one spillway abutment and 200 ft. of adjacent rolled-fill embankment; abutment design; supporting piles and sheet piles; elevation; and plan of break in dam; diagram of stain line on back of dam.
Corpus Christi dam failure
Causes and description of failure of rolled-fill earth dam, with 1250-ft. concrete spillway on piles, with loss of one spillway abutment and 200 ft. of adjacent rolled-fill embankment; abutment design; supporting piles and sheet piles; elevation; and plan of break in dam; diagram of stain line on back of dam.
Corpus Christi dam failure
Eng News-Rec
Engineering News-Record ; 105
1930
5 pages
8 Figs.
Article (Journal)
English
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Engineering Index Backfile | 1931
Engineering Index Backfile | 1931
|Engineering Index Backfile | 1931
|ASCE | 2016
|Engineers report on failure of Corpus Christi dam
Engineering Index Backfile | 1931
|