Enhance And Strengthen Subgrade Pavement By Effect of Geogrid Reinforcement and Minimize the Thickness of Flexible Pavement |
Author(s): |
| Supriya Singh Parihar , OIST, BHOPAL; Pramod Gour, Professor, OIST, Bhopal (M.P.) |
Keywords: |
| Soil Stabilization, Liquid Limit, Plastic Limit, Compaction Test, CBR Test, Geogrid |
Abstract |
|
The foundation is a very important part and has to be strong enough to support the entire structure. For the foundation to be strong, the soil around it plays a critical role. While constructing a structure of any form, the basic soil parameters are to be known beforehand& they need to be improved, if necessary. The campus soil is taken to carry out various geotechnical engineering laboratory experiments. From the stabilization purpose of view, the following are the most issues encountered in the case of BC soil. Total 197.5mm pavement thickness saving for use of geogrid. |
Other Details |
|
Paper ID: IJSRDV10I30158 Published in: Volume : 10, Issue : 3 Publication Date: 01/06/2022 Page(s): 65-66 |
Article Preview |
|
|
|
|
