| contributor author | J. J. Tweedie | |
| contributor author | D. N. Humphrey | |
| contributor author | T. C. Sandford | |
| date accessioned | 2017-05-08T21:26:18Z | |
| date available | 2017-05-08T21:26:18Z | |
| date copyright | November 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291090-0241%281998%29124%3A11%281061%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51458 | |
| description abstract | A 4.88-m-high retaining wall test facility was constructed to test tire shreds as retaining wall backfill. The front wall of the facility could be rotated outward away from the fill and was instrumented to measure the horizontal stress. Measurement of movement within the backfill and settlement of the backfill surface during wall rotation allowed estimation of the pattern of movement within the fill. Tests were conducted with tire shreds from three suppliers. The horizontal stress at a rotation about the base of 0.01 | |
| publisher | American Society of Civil Engineers | |
| title | Tire Shreds as Lightweight Retaining Wall Backfill: Active Conditions | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1998)124:11(1061) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 011 | |
| contenttype | Fulltext | |
