| 000 -LEADER |
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| fixed length control field |
a |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20191202115359.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
191202b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
AIKTC-KRRC |
| Transcribing agency |
AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
|---|
| 9 (RLIN) |
10901 |
| Author |
Basu, Prathita |
| 245 ## - TITLE STATEMENT |
|---|
| Title |
Comparative Calculation Of Carbon Footprint OfConventional Self-Compacting Concrete And Green Self-Compacting Concrete Using Dholpur Sandstone Slurry |
| 250 ## - EDITION STATEMENT |
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| Volume, Issue number |
Vol.34(4), Oct-Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Pune |
| Name of publisher, distributor, etc. |
NICMAR |
| Year |
2019 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Pagination |
79-89p. |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
Self-Compacting Concrete (SCC) is the new generation concrete, which is used globally in the concrete sector. The capability offlow in between narrow reinforcement is the prime reason for its growing popularity. Use of maximum amount of powder content makes this concrete workable and increases its usefulness in congested reinforced concrete structures like column, tunnel, metro, bridges. The primary powder content in SCC is cement. Increasing demand for cement content is directly proportional to increase in carbon footprint. Carbon footprint is a stimulant for Assessment ofLife Cycle (LCA) ofconcrete. Self-compacting concrete may only be accountable as sustainable concrete, when cement content is decreased up to the minimum requirement as per grade ofconcrete. Introducing other alternative powder material will reduce the cement content along with maintaining fresh properties, strength characteristics and durability properties. Dimensional stones (Granite, Marble, Limestone and Sandstone) are the predominant construction materials since ancient times for plenty ofavailability from the natural rocks. In different stages ofprocessing ofstone, various by-products are generated. These by-products are discarded as waste materials which create environmental hazards. Sandstone slurry waste is used as partial replacement ofcement at 5%, 15%, 25% and 35%. In this research, COemission of2conventional self-compacting concrete is compared with self-compacting concrete made with Dholpur sandstone slurry. COemission stages include production ofraw 2material, transportation ofmaterial and production ofconcrete. In this work authors intend to draw a comparative calculation ofCOemission from rich SCC using 233>550kg/mcement and green SCC using 380-315 kg/mcement with the use ofsandstone slurry waste as partial replacement ofcement in Self-Compacting Concrete |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| 9 (RLIN) |
4690 |
| Topical term or geographic name entry element |
Construction Engineering and Management (CEM) |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| 9 (RLIN) |
10902 |
| Co-Author |
Gupta, Ramesh Chandra |
| 773 0# - HOST ITEM ENTRY |
|---|
| Title |
NICMAR Journal of construction management |
| International Standard Serial Number |
0970-3675 |
| Place, publisher, and date of publication |
Pune National Institute of Construction Management and Research(NICMAR) |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| URL |
https://www.nicmar.ac.in/pdf/2019/04Oct-Dec-2019.pdf |
| Link text |
Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
|
| Koha item type |
Articles Abstract Database |
