Vanak Offices — Supplementary Excavation Stabilisation — photo 1
Geotechnical Engineering and Excavation Support

Vanak Offices — Supplementary Excavation Stabilisation

Location
Vanak, Tehran, Iran
Project Scale
Approx. 540 m² site
01PROJECT OVERVIEW

Supplementary support of a 22-metre-deep excavation using anchors, nails, self-drilling reinforcement and steel members.

The Vanak office project required additional stabilisation of an excavation approximately 22 metres deep. Works included more than 2,100 m² of shotcrete facing and approximately 4,000 linear metres of drilling for anchors, nails and self-drilling reinforcement elements. Steel piles and walers were used in selected areas to reinforce the retaining system.