PSI - Issue 28

Abdoullah Namdar / Procedia Structural Integrity 28 (2020) 301–310 Author name / Structural Integrity Procedia 00 (2019) 000–000

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multidirectional of the X, Y, and Z directions simultaneously is higher but the vibration of the model exhibit better homicidally.

Fig. 7. The stress in the middle stage of the numerical simulation.

Table 1 reveals the statistical analysis of the embankment-subsoil model when was subjected to a single direction and multidirectional of the near-fault ground motion. The R 2 and the RMSE (Root Mean Square Error) from the linear regression analysis for the embankment-subsoil model were subjected to the single horizontal direction of the near fault ground motion are 0.97146 and 0.00417 respectively, and The R 2 and the RMSE for the embankment-subsoil model were subjected to the multidirectional of the near-fault ground motion in the X, Y, and Z directions