dc.contributor.author |
Patil, Dada S. |
|
dc.contributor.author |
Shaikh, Sohail Asif (17CE57) |
|
dc.contributor.author |
Shaikh, Anwarul Haq (17CE51) |
|
dc.contributor.author |
Shah, Rizwan (17CE49) |
|
dc.contributor.author |
Shaikh, Umar (17CE56) |
|
dc.date.accessioned |
2021-11-18T04:59:54Z |
|
dc.date.available |
2021-11-18T04:59:54Z |
|
dc.date.issued |
2021-05 |
|
dc.identifier.uri |
http://localhost:8080/xmlui/handle/123456789/3700 |
|
dc.description.abstract |
The estimation of mechanical properties of concrete can be carried out by several methods; destructive and non-destructive. We will be doing the crushing of the samples that is the usual destructive test to determine the compressive strength. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
AIKTC |
en_US |
dc.subject |
Project Report - CE |
en_US |
dc.title |
Comparison between destructive and non-destructive test parameters for M30 and M40 grade concrete |
en_US |
dc.type |
Project Report |
en_US |