| contributor author | Abhijit Dasgupta | |
| contributor author | Bratish Sengupta | |
| date accessioned | 2017-05-08T20:35:50Z | |
| date available | 2017-05-08T20:35:50Z | |
| date copyright | January 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9410%281991%29117%3A1%28156%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20703 | |
| description abstract | A comparison is made of the experimental and theoretical values of bending moment, shear force, deflection, and pressure for a reinforced concrete box culvert measuring 1,200 by 1,200 mm (inside dimensions) by 9-m long and 75 mm (uniform) thick. Dry sand is used to backfill the culvert. Both the numerical and experimental results compare favorably, but the results differ appreciably from those considered for conventional analysis and design. Also, there is a substantial reduction in the midspan bending moments as compared with conventional analysis. | |
| publisher | American Society of Civil Engineers | |
| title | Large‐Scale Model Test on Square Box Culvert Backfilled with Sand | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1991)117:1(156) | |
| tree | Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001 | |
| contenttype | Fulltext | |
