Soil-Structure Interaction Analysis of 300m Tall Reinforced Concrete Chimney with Piled Raft and Annular Raft under Along-Wind Load

Figure 13

Contour of settlement of raft (𝐷_𝑜/𝑡=17.5) for case I resting on soil types (a) S1, (b) S2, (c) S3, and (d) S4.

(a)

(b)

(c)

(d)