Table 6 Coefficient Fa, T1, T2, p
Soil Profile |
Fa |
T1 |
T2 |
p |
S1 |
2.5 |
0.15 |
0.4 |
0.8 |
S2 |
2.5 |
0.15 |
0.6 |
0.7 |
S3 |
2.0 |
0.2 |
1.0 |
0.6 |
S4 |
2.0 |
0.2 |
1.0 |
0.5 |
Table 7 Soil Classification
PROFILE |
DESCRIPTION |
S1 |
Any rock, (sedimentary,
crystalline) with velocity of shear waves propagation more than 800 m/s. |
S2 |
Composed by stable deposits of
dense sand, gravel, hard clay or combination of these materials with
velocity of shear waves propagation between 240 and 450 m/s. |
S3 |
Composed of deposits, which
contain sandy and clayey strata of varying soft-to-medium hardness and the
local thickness of which exceeds 10m of depth, with velocity of shear
waves propagation less than 240 m/s. |
S4 |
Profile characterized by velocity of shear waves propagation less than 150 m/s with soft clay strata more than 12m. Their oscillation period will be more than 1.2 sec. |