| contributor author | R. Salgado | |
| contributor author | R. W. Boulanger | |
| contributor author | J. K. Mitchell | |
| date accessioned | 2017-05-08T21:26:10Z | |
| date available | 2017-05-08T21:26:10Z | |
| date copyright | August 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%291090-0241%281997%29123%3A8%28726%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51388 | |
| description abstract | The liquefaction potential of sand is increasingly evaluated using correlations between cone penetration test (CPT) tip resistance and cyclic resistance. These CPT liquefaction correlations have generally been assumed to be independent of the coefficient of lateral earth pressure at rest | |
| publisher | American Society of Civil Engineers | |
| title | Lateral Stress Effects on CPT Liquefaction Resistance Correlations | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(1997)123:8(726) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 008 | |
| contenttype | Fulltext | |
