A platform for research: civil engineering, architecture and urbanism
Buried asphalt membrane canal lining
Analysis of test results and visual observations on membrane samples after 14 yr service did not reveal any serious deficiencies in asphalt membrane lining; of 112 field samples evaluated from 20 different canal installations, more than 80% demonstrated satisfactory resistance to field aging; minimum thickness of 0.20 in. approximately 1.25 gal/sq yd is required before long-time service can be expected; aging index was calculated through computer program to determine relative change in physical properties of membrane. (45843)
Buried asphalt membrane canal lining
Analysis of test results and visual observations on membrane samples after 14 yr service did not reveal any serious deficiencies in asphalt membrane lining; of 112 field samples evaluated from 20 different canal installations, more than 80% demonstrated satisfactory resistance to field aging; minimum thickness of 0.20 in. approximately 1.25 gal/sq yd is required before long-time service can be expected; aging index was calculated through computer program to determine relative change in physical properties of membrane. (45843)
Buried asphalt membrane canal lining
U S Bur Reclam, Water Resour Tech Publ, Res Rep
Geier, F.H. (author) / Morrison, W.R. (author)
1968
50 pages
Report
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Asphalt membrane for canal lining
Engineering Index Backfile | 1956
|Buried asphalt membrane lining for irrigation canals
Engineering Index Backfile | 1949
|Engineering Index Backfile | 1945
|Canal and reservoir lining with Asphalt
Engineering Index Backfile | 1962
|Canal and reservoir lining with asphalt
TIBKAT | 1962
|