Tables index

From

Numerical Analysis of Shallow Foundations in a Soil Mass under Various Behavior Laws

Oustasse Abdoulaye SALL, Déthié SARR, Makhaly BA, Ndiaga CISSE, Aboubacry LY

American Journal of Mechanical Engineering. 2019, 7(3), 129-137 doi:10.12691/ajme-7-3-3
  • Table 1. Input parameters of the study for different values of the Young's modulus E= 20 MPa, E= 25 MPa and E= 30 MPa
  • Table 2. Results for different values of E
  • Table 3. Input data of the study for different values of Poisson's ratio (=0.2, = 0.23 and = 0.27)
  • Table 4. Result for different value of Poisson's ratio
  • Table 5. Input parameters
  • Table 6. Result of calculation for different soil models
  • Table 7. Characteristics of the two Foundation layers
  • Table 8. Results for various values of
  • Table 9. Result for different values of C