|
Soil Condition |
úI |
|
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 |
�@
ƒ¿ : Reduction factor depending on structure class (See Table 3, Table 4)