| contributor author | Satish Chandra | |
| contributor author | M. N. Viladkar | |
| contributor author | Prashant P. Nagrale | |
| date accessioned | 2017-05-08T21:05:02Z | |
| date available | 2017-05-08T21:05:02Z | |
| date copyright | January 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-947x%282008%29134%3A1%2815%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/38019 | |
| description abstract | The present study investigates the benefits of reinforcing the subgrade soils in flexible pavements. Three types of Soils A, B, and C, and one type of polypropylene fiber having aspect ratios of 50, 84, and 100 were selected. The California bearing ratio (CBR) and unconfined compressive strength tests were conducted on unreinforced and reinforced soils. The optimum quantity of fibers was decided based on CBR, modulus of elasticity | |
| publisher | American Society of Civil Engineers | |
| title | Mechanistic Approach for Fiber-Reinforced Flexible Pavements | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 1 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(2008)134:1(15) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2008:;Volume ( 134 ):;issue: 001 | |
| contenttype | Fulltext | |
