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

Figure 1

(a) Cross-sectional elevation of chimney and annular raft foundation. (b) Plan view of chimney and annular raft foundation. (c) Pressure distribution under the annular raft due to dead weight and bending moment.

(a)

(b)

(c)