| contributor author | Swami Saran | |
| contributor author | Gopal Ranjan | |
| contributor author | A. S. Nene | |
| date accessioned | 2017-05-08T20:34:11Z | |
| date available | 2017-05-08T20:34:11Z | |
| date copyright | December 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A12%281084%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19853 | |
| description abstract | An analysis to predict the critical pullout load, the breakout load, and load‐deformation characteristics of anchors using hyperbolic stress‐strain curves of soils as the constitutive law is proposed. The analysis incorporates the effect of the shape of the anchor. Strip, square, and circular anchors are analyzed. Analytical data are compared with the available experimental results, which show good agreement. | |
| publisher | American Society of Civil Engineers | |
| title | Soil Anchors and Constitutive Laws | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:12(1084) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 012 | |
| contenttype | Fulltext | |
