Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics
- 4 May 2011
- journal article
- Published by Springer Science and Business Media LLC in Granular Matter
- Vol. 13 (5), 599-609
- https://doi.org/10.1007/s10035-011-0269-0
Abstract
No abstract availableKeywords
This publication has 13 references indexed in Scilit:
- Comptes Rendus Mecanique, 2010
- Characterization of Liquefaction Susceptibility of Sands by Means of Extreme Void Ratios and/or Void Ratio RangeJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Experimental investigation of the effect of grading characteristics on the liquefaction resistance of various graded sandsEngineering Geology, 2008
- Maximum and Minimum Void Ratio Characteristics of SandsSoils and Foundations, 2002
- Liquefaction Testing of Stratified Silty SandsJournal of Geotechnical and Geoenvironmental Engineering, 2000
- Steady-State Concepts and Static Liquefaction of Silty SandsJournal of Geotechnical and Geoenvironmental Engineering, 1998
- Effect of Fines and Confining Stress on Undrained Shear Strength of Silty SandsJournal of Geotechnical and Geoenvironmental Engineering, 1998
- Effects of nonplastic fines on static liquefaction of sandsCanadian Geotechnical Journal, 1997
- Liquefaction and flow failure during earthquakesGéotechnique, 1993
- Preparing Test Specimens Using UndercompactionGeotechnical Testing Journal, 1978