From: Evaluation of the Progressive Collapse of the Reinforced Concrete Frames Considering the Soil–Structure Interaction: Parametric Study Based on the Sensitivity Index
Depth (m)
Layer 1
Layer 2
Layer 3
Layer 4
Layer 5
Layer 6
0–10
SM
10–15
CL/ML (very hard clay)
CL/ML (hard clay)
Very soft clay
15–60