| contributor author | J. Li | |
| contributor author | L. G. Tham | |
| contributor author | S. M. Junaideen | |
| contributor author | Z. Q. Yue | |
| contributor author | C. F. Lee | |
| date accessioned | 2017-05-08T21:29:10Z | |
| date available | 2017-05-08T21:29:10Z | |
| date copyright | March 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291090-0241%282008%29134%3A3%28277%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53297 | |
| description abstract | Soil nailing is commonly used for stabilizing cut slopes and retaining structures. The technique is, however, seldom used in stabilizing old loose fill slopes that were not constructed to the current standards. There is a concern that soil-nailed loose fill slopes may not render safety during heavy rainstorms. Little work has been carried out to investigate the behavior of soil-nailed loose fill slopes. This paper presents a comprehensive field test on a loose fill slope that was constructed by end tipping without any compaction—in the same way old fill slopes were formed. The slope was | |
| publisher | American Society of Civil Engineers | |
| title | Loose Fill Slope Stabilization with Soil Nails: Full-Scale Test | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2008)134:3(277) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 003 | |
| contenttype | Fulltext | |
