Fig. 25
Maximum 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 reinforcement of rock pier _1
Fig. 25 | Heritage Science
Maximum 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 reinforcement of rock pier _1
