SHALLOW AND DEEP FOUNDATIONS UNDER FAULT RUPTURE OR STRONG SEISMIC SHAKING - Earthquake Geotechnical Engineering - page 196

S = 1 m S = 5 m

S = 9 m S = 13 m

(a)

PEMAG
(Ave. Crit.: 75%)
+1. 576e+00
+5. 000e-01
+4. 545e-01
+4. 091e-01
+3.636e-01
+3.182e-01
+2.727e-01
+2.273e-01
+1.818e-01
+1.364e-02
+9.091e-02
+4.545e-02
+0.000e+00

PEMAG
(Ave. Crit.: 75%)

+1. 614e+00
+5. 000e-01
+4. 545e-01
+4. 091e-01
+3.636e-01
+3.182e-01
+2.727e-01
+2.273e-01
+1.818e-01
+1.364e-01
+9.091e-02
+4.545e-02
+0.000e+00

S = 1 m S = 5 m

PEMAG
(Ave. Crit.: 75%)
+1. 443e+00
+5. 000e-01
+4. 545e-01
+4. 091e-01
+3.636e-01
+3.182e-01
+2.727e-01
+2.273e-01
+1.818e-01
+1.364e-02
+9.091e-02
+4.545e-02
+0.000e+00

PEMAG
(Ave. Crit.: 75%)
+1. 441e+00
+5. 000e-01
+4. 545e-01
+4. 091e-01
+3.636e-01
+3.182e-01
+2.727e-01
+2.273e-01
+1.818e-01
+1.364e-01
+9.091e-02
+4.545e-02
+0.000e+00

S = 9 m S = 13 m

(b)

Fig. 9.9. Deformed mesh of the caisson-soil system with the concentration of plastic
octahedral strains, for different positions of the emerging fault rupture:

(a)Section aa; (b) 3Dview

( s = 1-13m )