| contributor author | J. M. Konrad | |
| contributor author | O. Juneau | |
| date accessioned | 2017-05-08T21:28:28Z | |
| date available | 2017-05-08T21:28:28Z | |
| date copyright | February 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A2%28173%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52851 | |
| description abstract | The limit state characteristics of base-course granular materials were obtained using a typical triaxial testing equipment devoted to the measurement of resilient modulus. Accurate monitoring of axial strain during isotropic and anisotropic compression was used to determine the stress conditions where significant irrecoverable strains occur for samples prepared by static compression, Proctor rammer, and vibratory compaction. The limit state curve is highly anisotropic, centered about the | |
| publisher | American Society of Civil Engineers | |
| title | Limit-State Curve of Base-Course Material and Its Relevance for Resilient Modulus Testing | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:2(173) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 002 | |
| contenttype | Fulltext | |