Soil Condition |
I |
In the case of hard rock (e.g., granite, limestone, basalt, hard sandstone) in a structure of uniform strength |
1.0 |
In the case of soft rock (e.g., soft sandstone, clay shale, marl stone) and in the case of hard rock with alternating stratification or with numerous fissures |
1.1`1.2 |
In the case of mantle rock (e.g., non-cohesive soils such as gravel, sand, cohesive soils, silts or clays with a consistency better than stiff) |
1.2`1.4 |
@
: Reduction factor depending on structure class (See Table 3, Table 4)