| contributor author | L. L. Zhang | |
| contributor author | L. M. Zhang | |
| contributor author | W. H. Tang | |
| date accessioned | 2017-05-08T21:46:16Z | |
| date available | 2017-05-08T21:46:16Z | |
| date copyright | July 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000028.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61790 | |
| description abstract | A large number of field pullout tests on soil nails have been carried out to provide valuable information for enhancing the understanding of pullout resistance of soil-grout interface and for reliability evaluation of soil-nailed slopes. In this paper, a data set of 167 field pullout tests performed in 23 nailed completely decomposed granite cut slopes is used for a statistical evaluation of four factors influencing the pullout resistance of soil nails, namely overburden pressure, grout length, soil suction, and soil dilatancy. For the tests in which nails were pulled out, the measured pullout resistance is essentially independent of the effective overburden pressure. A bias factor | |
| publisher | American Society of Civil Engineers | |
| title | Uncertainties of Field Pullout Resistance of Soil Nails | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000014 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007 | |
| contenttype | Fulltext | |
