Please use this identifier to cite or link to this item:
http://192.168.98.239:8080/jspui/handle/1994/1650
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.date.accessioned | 2023-09-25T04:57:21Z | - |
dc.date.available | 2023-09-25T04:57:21Z | - |
dc.date.issued | 2023 | - |
dc.identifier.uri | http://192.168.98.239:8080/jspui/handle/1994/1650 | - |
dc.description.abstract | Available. | en_US |
dc.format.extent | xxiv, 171 p. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Tezpur University | en_US |
dc.subject | Bearing Capacity | en_US |
dc.subject | Geocell Geometric Dimensions | en_US |
dc.subject | Geocells | en_US |
dc.subject | Multiple Regression Equation | en_US |
dc.subject | Sand Bed | en_US |
dc.subject | Static Loading | en_US |
dc.subject | Surface Heaving | en_US |
dc.title | An Experimental Study on Behaviour of Geocell-Reinforced Sand Beds under Static and Repeated Loads | en_US |
dc.type | Thesis | en_US |
dc.contributor.guide | Das, Utpal Kumar | - |
dc.creator.researcher | Doley, Chirajyoti | - |
dc.department | Department of Civil Engineering | en_US |
Appears in Collections: | Theses |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
01_title.pdf | 38.94 kB | Adobe PDF | View/Open | |
02_prelim pages.pdf | 499.2 kB | Adobe PDF | View/Open | |
03_content.pdf | 34.52 kB | Adobe PDF | View/Open | |
04_abstract.pdf | 31.56 kB | Adobe PDF | View/Open | |
05_chapter 1.pdf | 441.7 kB | Adobe PDF | View/Open | |
06_chapter 2.pdf | 769.66 kB | Adobe PDF | View/Open | |
07_chapter 3.pdf | 986.02 kB | Adobe PDF | View/Open | |
08_chapter 4.pdf | 744.68 kB | Adobe PDF | View/Open | |
09_chapter 5.pdf | 310.7 kB | Adobe PDF | View/Open | |
10_chapter 6.pdf | 250.56 kB | Adobe PDF | View/Open | |
11_chapter 7.pdf | 160.53 kB | Adobe PDF | View/Open | |
12_annexures.pdf | 597.59 kB | Adobe PDF | View/Open | |
80_Recommendation.pdf | 198.75 kB | Adobe PDF | View/Open |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.