NCEER & Robertson calculation properties
•Cycling Liquefaction (Robertson only): Options in this area apply only to Robertson & Wride 1998 and Robertson 2009 assessment method by specifying the actual calculation method to be used either NCEER (Youd et al, 2001) or Robertson (2009). For Robertson (2009) ev and Gamma boxes contain the maximum values for post liquefaction volumetric strain and shear strain for clay-like soils, respectively. When checked Max MSF limit will use the input value as a maximum.