Table 1 List of numerical models with variable σ1 ranging from N120 to N180. Best fit models are for σ1 oriented N160-N170. Selected model with σ1 oriented N140 (in bold) reproducing various structural features of the LRB was selected for this study.
From: A validated geomechanical model for the strike-slip restraining bend in Lebanon
Model | Residual mean | Residual stdev | Residual sum squares |
|---|---|---|---|
N120 | 0.103 | 0.120 | 2548.0 |
N130 | 0.100 | 0.115 | 2323.7 |
N140 | 0.097 | 0.109 | 2100.5 |
N150 | 0.094 | 0.103 | 1866.4 |
N160 | 0.093 | 0.099 | 1746.7 |
N170 | 0.097 | 0.098 | 1703.2 |
N180 | 0.104 | 0.101 | 1799.0 |
