Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Date
Availability
1-4 of 4
Keywords: ROLLING
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Journal of the Institution of Civil Engineers (1950) 34 (8): 280–305.
Published: 01 June 1950
...D C BAILEY © 1950 Thomas Telford Ltd 1950 LIGHT ALLOYS ALUMINIUM PROPERTIES SPECIFICATIONS EXTRUSION CASTINGS FORGING ROLLING DRAWING WELDING METHODS RIVETING CORROSION STRESS PROTECTIVE FINISHES PROTECTION DESIGN ECONOMICS 280 BAILEY ON LIGH" ALLOY8 lectures...
Journal Articles
Journal of the Institution of Civil Engineers (1950) 34 (Supplement 8): 333–340.
Published: 01 June 1950
... the test described by the Author on p. 98, in which a much greater degree of compaction was obtainedwitha10-ton smooth-wheel roller when the material had been spread by a D.6 angle-dozer (as opposed to hand spreading), it was apparent from the curves in Fig. 17 that no amount of rolling with the roller...
Journal Articles
Journal of the Institution of Civil Engineers (1950) 34 (7): 222–241.
Published: 01 May 1950
... feet long, 32 feet wide, and 20 feet high, and which weighs approximately 1,000 tons, was moved 43 feet 6 inches laterally on to a staging; it was then lowered by screw-jacks through a height of 18 feet 9 inches and rolled back to a position beneath its original site. The building as it stood...
Journal Articles
Journal of the Institution of Civil Engineers (1936) 3 (8): 657–676.
Published: 01 October 1936
...C E SCHNEIDER FRANCE © Thomas Telford and ICE 1936 DEVELOPMENT METALLURGY INFLUENCE ENGINEERING IRON WORKS METALS IRONWORKS HISTORY INDUSTRIES PUDDLING BLAST FURNACES ROLLING MILLS MANUFACTURING ALLOYS CREUSOT EXTRA MEETING. 26 May, 1936. SirALEXANDERGIBB...
