| contributor author | S. Singh | |
| contributor author | N. Sivakugan | |
| contributor author | S. K. Shukla | |
| date accessioned | 2017-05-08T21:45:14Z | |
| date available | 2017-05-08T21:45:14Z | |
| date copyright | June 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000059.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61441 | |
| description abstract | Arching is a common phenomenon that is encountered in backfilling behind retaining walls, trenches, or underground voids in the mine. Marston’s equation has been widely used and modified for computing stresses within backfills, duly accounting for the reduction in stresses due to arching. A critical appraisal of Marston’s equation and its improved forms reveal that the average vertical stress within the soil backfill at any depth is governed by the product of earth pressure coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Can Soil Arching Be Insensitive to
ϕ
? | |
| type | Journal Paper | |
| journal volume | 10 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000047 | |
| tree | International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 003 | |
| contenttype | Fulltext | |
