Table 2 Physical and mechanical parameters of soil layer

From: Seismic response of masonry pagodas considering soil-structure-interaction (SSI) effect and CFRP reinforcement

Soil type

Density (kg/m3)

Poisson’s ratio

Cohesion (kPa)

Internal friction angle (°)

Elastic modulus (MPa)

Silt

1950

0.29

16

24

217.76

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