Fig. 11From: Finite element assessment FEA of polymer anti-seismic piling techniques for protection of the underground culture heritageMaximum effective shear stresses sig/xy on the base of rock pier_1, for Aqaba, Erzincan, and Kalamata earthquakes, scaled to several values of PGA. a Initial model, b After the installation of polymer anti-seismic pilingBack to article page