Page 184 - Advanced Design Examples of Seismic Retrofit of Structures

6.00
5.00
4.00
3.00
2.00
1.00
0.00
–1.00
–2.00
–3.00
–4.00
–5.00
–6.00
–7.00

FIG. 3.37 Soil pressure ( 10 1 MPa).

0.45
0.30
0.15
0.00
–0.15
–0.30
–0.45
–0.60
–0.75
–0.90
–1.05
–1.20
–1.35
–1.50

FIG. 3.38 Soil pressure ( 10 2 m).