Trench Stabilization
Design and Execution of Reinforced
Retaining Wall
Sheikh Bahaei GIS post Trench
- Client Great Tehran Electerical Distribution company
- Consultant Mashanir company
- General Contractor Parsian Abdan Gostar company
- E.P.C Contractor Baspar Pey Iranian company
- Location Tehran, Iran
- Start Date July 2010
- MSEW Facing Type Concrete Block with a special design
- Reinforcing Materials Geogrid Polyester with PVC coating
- Amount of Reinforcing Materials Amount of Reinforcing Materials
- MSEW Facing Area MSEW Facing Area
- Shoring Method Nailing
- Excavation Depth 20 m
- Stabilized Area 400 m2
- Total Nailing Length 600 m
- Total Soil Excavation Volume 53,901 m3
- Execution Period 120 days
