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

Table 1

Properties of the soil types.

Soil types	Elastic modulus,  𝐸  (kN/m^2)	Poisson’s ratio, 𝜐	Density, 𝛾 (kN/m^3)	Shear modulus,  𝐺 (kN/m^2)	Angle of friction  (°)
S1	102,752	0.4	16	36,697	30
S2	445,872	0.35	18	165,138	35
S3	1908,257	0.3	20	733,945	40
S4	7633,028	0.3	20	2935,780	45