| contributor author | Evangelia Leon | |
| contributor author | Sarah L. Gassman | |
| contributor author | Pradeep Talwani | |
| date accessioned | 2017-05-08T21:28:30Z | |
| date available | 2017-05-08T21:28:30Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291090-0241%282006%29132%3A3%28363%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52874 | |
| description abstract | It has been recognized that liquefaction resistance of sand increases with age due to processes such as cementation at particle contacts and increasing frictional resistance resulting from particle rearrangement and interlocking. As such, the currently available empirical correlations derived from liquefaction of young Holocene sand deposits, and used to determine liquefaction resistance of sand deposits from in situ soil indices [standard penetration test (SPT), cone penetration test (CPT), shear wave velocity test | |
| publisher | American Society of Civil Engineers | |
| title | Accounting for Soil Aging When Assessing Liquefaction Potential | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 3 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2006)132:3(363) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003 | |
| contenttype | Fulltext | |