ETL 1110-2-365
31 Aug 94
Figure B-7.
Crack plot at day 183 of the land wall half of the chamber monolith model
U.S. Army Corps of Engineers; U.S. Army Engineer
c. Conclusion. Based on the results of the
Division, Ohio River; U.S. Army Engineer District,
analyses, a conclusion could be drawn that the ambi-
Louisville; and the U.S. Army Engineer Waterways
ent placement condition was acceptable and could be
Experiment Station, a decision was made to specify a
used during construction for these types of monoliths.
maximum placing temperature of 75 oF.
Based on the results of the analyses combined with
experience of engineers from Headquarters,
B-9