Figure 10
Effective stress on the wall for input motions of PGAs 0.16g, 0.24g, 0.28g and 0.36g. The effective stress at the end of seismic motion, as well as the maximum effective stress during the seismic motion, is shown in the figure
Effective stress on the wall for input motions of PGAs 0.16g, 0.24g, 0.28g and 0.36g. The effective stress at the end of seismic motion, as well as the maximum effective stress during the seismic motion, is shown in the figure