Optimally economic design of cement concrete mixes through adoption of different compatible cement-saving techniques |
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Contents
OPTIMALLY ECONOMIC DESIGN OF CEMENT | 2 |
Comparative Cost Analysis | 8 |
ques was worked out It was possible to achieve maximum reduction of 33 | 17 |
Common terms and phrases
20 mm aggregate 20 per cent 28-day strength addition of 0.05 admixed admixture of 0.05 Aggregate—Cement ratio Bulk volume C. G. SWAMINATHAN cement by flyash CEMENT CONCRETE MIXES cement Mix cement ratio cement requirement cent by weight cent replacement cent sugar Central Road Research coarse aggregates coarse sand compressive strength continuously graded concrete cost of concrete costs of materials ddddddd Delhi design of concrete different mixes dodo Durability test effective economy Extra cement paste flyash Mix gap-gradation of aggregates given in Appendix Jamuna sand kg Wt kg/cm ment of sand micron OKHLA oo oo OV OO partial replacement pavement thickness plain cement concrete plasticising retarders pozzolana quantity of cement ratio of 80 replaced by flyash replacement of cement Road Research Institute sand by flyash Specific gravity sugar as admixture sugar by weight total aggregate Total cement paste voids water-cement ratio weight of cement
Bibliographic information
| Title | Optimally economic design of cement concrete mixes through adoption of different compatible cement-saving techniques Volume 172 of Road research papers |
| Authors | R. K. Ghosh, M. R. Chatterjee, Central Road Research Institute |
| Publisher | Central Road Research Institute, 1981 |
| Original from | the University of California |
| Digitized | May 20, 2009 |
| Length | 19 pages |
| Subjects | Cement Pavements Pavements, Concrete |
| Export Citation | BiBTeX EndNote RefMan |