Trench Stabilization
Design and Execution of Reinforced
Retaining Wall
Abshenasan Highway Trench (Sattari Highway Intersection)
- Client Municipality of Tehran (District 5)
- Consultant Ardam Consulting Engineers
- General Contractor Split company
- E.P.C Contractor Baspar Pey Iranian company
- Location Tehran, Iran
- Start Date September 2010
- MSEW Facing Type Potted Block
- Reinforcing Materials Geogrid Polyester with PVC coating
- Amount of Reinforcing Materials 7000 m2
- Shoring Method 2000 m2
- Shoring Method Nailing
- Excavation Depth 10 m
- Stabilized Area 250 m2
- Total Nailing Length 287 m
- Execution Period 120 days
