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A platform for research: civil engineering, architecture and urbanism
Design and control testing for embankment of Denison Dam
Methods and apparatus used in laboratory and field testing of pervious and impervious materials for Denison Dam, Texas, comprising 18,000,000 cu yd of rolled fill; procedures for obtaining all test results on soils within 2 hr after sampling; construction methods and progress; vibration device to determine minimum void ratios to which previous materials can be compacted; constant-strain triaxial compression testing device to check shearing strength of materials after rolling.
Design and control testing for embankment of Denison Dam
Methods and apparatus used in laboratory and field testing of pervious and impervious materials for Denison Dam, Texas, comprising 18,000,000 cu yd of rolled fill; procedures for obtaining all test results on soils within 2 hr after sampling; construction methods and progress; vibration device to determine minimum void ratios to which previous materials can be compacted; constant-strain triaxial compression testing device to check shearing strength of materials after rolling.
Design and control testing for embankment of Denison Dam
Civ Eng (NY)
Van Auken, F.M. (author)
1941
4 pages
Article (Journal)
English
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| Engineering Index Backfile | 1944
Engineering Index Backfile | 1943
Engineering Index Backfile | 1944
| TIBKAT | 1830
| TIBKAT | 2018