Numerical analysis of uplift capacity of strip plate anchors in reinforced and unreinforced cohesionless soils

Engineering

• Cohesionless Soil 100%
• Reinforcement Layer 100%
• Failure Mechanism 66%
• Soil Condition 66%
• Embedment 66%
• Dense Sand 33%
• Loose Sand 33%
• Dimensional Finite Element Analysis 33%
• Bearing Capacity 33%

Keyphrases

• Strip Plate Anchor 100%
• Strip Anchor Plate 100%
• Uplift Capacity 100%
• Embedding Rate 50%
• Reinforced Soil 25%
• Reinforcement Length 25%
• Uplift Force 25%
• Number of Reinforcement Layers 25%