Fig. 2From: Probabilistic analysis of land subsidence due to pumping by Biot poroelasticity and random field theoryOne realization of lognormal random fields (mean = 25, COV = 0.8). a lx = 200 m, lz = 40 m. b lx = 400 m, lz = 80 m. c lx = 600 m, lz = 120 m. d lx = 800 m, lz = 160 mBack to article page