| contributor author | J. A. H. Carraro | |
| contributor author | P. Bandini | |
| contributor author | R. Salgado | |
| date accessioned | 2017-05-08T21:27:36Z | |
| date available | 2017-05-08T21:27:36Z | |
| date copyright | November 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%291090-0241%282003%29129%3A11%28965%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52273 | |
| description abstract | Liquefaction of granular soil deposits is one of the major causes of loss resulting from earthquakes. The accuracy in the assessment of the likelihood of liquefaction at a site affects the safety and economy of the design. In this paper, curves of cyclic resistance ratio (CRR) versus cone penetration test (CPT) stress-normalized cone resistance | |
| publisher | American Society of Civil Engineers | |
| title | Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2003)129:11(965) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011 | |
| contenttype | Fulltext | |