Fig. 28From: Preliminary report of field reconnaissance on the 6 February 2023 Kahramanmaras Earthquakes in TürkiyeStress path of the mudstone sample by ring shear test in non-porewater condition (a) and proposed 250-kPa-porewater condition (b). TSP and ESP represent total stress path and effective stress path, respectively. The blue line is shear strength line of the saturated sample by the shear ring testBack to article page