Experimental Study To Investigate The Strength Properties & Unit Weight Of No-Fines Concrete With Un-Crushed Aggregate (ME Thesis) (Record no. 56120)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01931nam a22001337a 4500 |
| 100 ## - MAIN ENTRY--AUTHOR NAME | |
| Personal name | Memon, Muneeb Ayoub |
| -- | 14MCE04 |
| -- | Supervisor Prof. Dr. Noor Ahmed Memon |
| 245 ## - TITLE STATEMENT | |
| Title | Experimental Study To Investigate The Strength Properties & Unit Weight Of No-Fines Concrete With Un-Crushed Aggregate (ME Thesis) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication | Nawabshah: |
| Name of publisher | QUEST, |
| Year of publication | 2016. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Number of Pages | 112P, : |
| 500 ## - GENERAL NOTE | |
| General note | ABSTRACT<br/><br/>The Self weight of the structures consists major portion of their overall weight. The use of lightweight concrete not only reduces the weight but a l so results in the reduction i n the<br/>sections of the structural elements resulting in the economy. The concrete without fine aggregates is term ed as 'no-fines concrete', which i s one of the types of the lightweight concrete family. Normally no-fines concrete (NFC) i s produced with the crushed coarse aggregate of uniform gradation. Th is study is aims to investigate experimentally the effect of using uncrushed coarse aggregate on unit weight (density) and strength properties of no-fines concrete. The strength properties investigated are compressive strength, spilt cylinder tensile strength and flexural strength (Modul us of rupture). Four gradations of uncrushed coarse aggregates ranging between pacific maxim um and minimum size are used i.e. 5.5mm-4.75m m, 10mm-4.75mm, 20mm-4 .75mm and 25mm- 4.75mm Fixed cement: aggregate ratio I :6 is adopted for No-fines concrete while l :2:4 ratio is adopted for Normal concrete. The water cement ratio is maintained at a fixed value 0.4 for No-fines concrete and 0.5 for normal concrete thought the study. The results values are compared i n terms of effect of gradation of uncrushed coarse aggregates in no- fines concrete itself and normal concrete with same gradation of uncrushed coarse<br/>aggregates.<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Department Of Civil Engineering |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | https://tinyurl.com/ppd392w5 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Thesis and Dissertation |
| Withdrawn status | Lost status | Home library | Current library | Date acquired | Accession Number | Koha item type |
|---|---|---|---|---|---|---|
| Research Section | Research Section | 28/11/2016 | MP/10-107 | Thesis and Dissertation | ||
| Research Section | Research Section | 02/10/2018 | MP/28-323 | Thesis and Dissertation |