Vermont EPSCoR Publications and Products
Laboratory investigation of a sand with non-plastic fines for evaluating shear wave velocity-based simplified procedure. Soil Dynamics and Earthquake Engineering. Under Review .
. Comparing laboratory-based liquefaction resistance of a sand with non-plastic fines with shear wave velocity-based field case histories. Soil Dynamics and Earthquake Engineering [Internet]. 2018 ;113(October 2018):162 - 173. Available from: https://www.sciencedirect.com/science/article/pii/S0267726117312174
. Liquefaction assessment of cohesionless soils in the vicinity of large embankments. Soil Dynamics and Earthquake Engineering [Internet]. 2012 [cited 0BC];43:33 - 44. Available from: http://www.sciencedirect.com/science/article/pii/S0267726112001418
. Effect of Existing Dams on Liquefaction Potential Analysis of Foundation Soils. In: Geo-Denver 2007Dynamic Response and Soil Properties. Geo-Denver 2007Dynamic Response and Soil Properties. Denver, Colorado, United StatesReston, VA: American Society of Civil Engineers; 2007. pp. 1 - 10.
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