Research Article
Mechanical Behavior of the Reinforced Retaining Wall Subjected to Static Load
Table 3
Material parameters of the retaining wall.
| | Foundation soil | Elastic modulus (MPa) | 200 | | Poisson’s ratio | 0.25 | | Weight (kN/m³) | 20 |
| | Earth fill | Elastic modulus (MPa) | 80 | | Weight (kN/m³) | 19.2 | | Poisson’s ratio | 0.3 | | Cohesive force (kPa) | 25 |
| | Panel | Dilatancy angle | 11 | | Interface reduction factor | 0.67 | | Weight (kN/m³) | 23 | | Elastic modulus (MPa) | 300 | | Poisson’s ratio | 0.27 |
| | Interface between panel blocks | Cohesive force (kPa) | 20 | | Friction angle | 40 | | Interface reduction factor | 0.8 |
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