Please use this identifier to cite or link to this item:
http://localhost:8081/xmlui/handle/123456789/2035Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Khosla | - |
| dc.date.accessioned | 2014-09-26T09:53:25Z | - |
| dc.date.available | 2014-09-26T09:53:25Z | - |
| dc.date.issued | 1968 | - |
| dc.identifier | M.Tech | en_US |
| dc.identifier.uri | http://hdl.handle.net/123456789/2035 | - |
| dc.guide | Arora, M. G. | - |
| dc.guide | Khanna, S. K. | - |
| dc.description.abstract | Increased traffic Intensity on airfield runways . and highways warrants the maintenance engineer for strengthening of the existing pavement sections. !3enkel.man beam wa extensively "$ad in WAS O Road test, In the present investigation it is intended to demonstrate the use of this equipment for dosi nine; the overlay thickness for some section of foorkoe-Haridwar road. The method discussed here exhibits. a great potential ty for its use in overlay design and would help in repiactnr; thumb rules as prevalent in most of the re ;ions of India | en_US |
| dc.language.iso | en | en_US |
| dc.subject | CIVIL ENGINEERING | en_US |
| dc.subject | DEFLECTION MEASUREMENTS | en_US |
| dc.subject | FLEXIBLE OVERLAY DESIGN | en_US |
| dc.subject | BENKELMAN BEAM | en_US |
| dc.title | DEFLECTION MEASUREMENTS FOR FLEXIBLE OVERLAY DESIGN USING BENKELMAN BEAM | en_US |
| dc.type | M.Tech Dessertation | en_US |
| dc.accession.number | 105148 | en_US |
| Appears in Collections: | MASTERS' THESES (Civil Engg) | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| CED105148.pdf | 4.27 MB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.