LIST OF PROJECTS
Major Experiences in Waterproofing Systems

List of Major waterproofing Experiences (Deep Excavation)

Project Specification
Mahestan Commercial Complex Drainage Design & Supervision , Tehran, 2008 Depth 24 m, above water table
Amir Kabir Commercial Complex Drainage and Waterproofing Design & Supervision, Tehran, 2010-2011 Depth 30 m, 8 m below water table, 6000 m2
Delgosha Commercial Complex Drainage and Waterproofing Design & Supervision, Tehran, 2012 Depth 34 m, 12 m below water table, 4000 m2
Pesian Commercial Complex Drainage and Waterproofing Design & Execution, Tehran, 2013 Depth 22 m, 6 m below water table, 700 m2
Sepah Bank Complex Waterproofing Supervision, Tehran, 2012-13 Depth 30 m, 9 m below water table
Firoozeh Shargh Complex Drainage and Waterproofing Design & Execution , Mashhad, 2014 (on-going) Depth 21 m, 12000 m2
Negin-e Ofogh Commercial Complex Drainage Design , Tehran,2014 Depth 43 m, 16000 m2
Tehran Stock Market Retaining Wall Waterproofing Execution, Tehran, 2015 (on-going) 4000 m2

 

List of Major waterproofing Experiences (Urban Tunnels) 

Project Specification
Niayesh Tunnel Drainage and Waterproofing, Tehran, 2010-2012 The whole 10-km long tunnel is drained and sealed. Drained water is evacuated through gravitational drainage galleries; no pumping system applied.
Amir Kabir Tunnel Drainage and Waterproofing, Tehran, 2011-2013 The whole 4-km long tunnel is drained and sealed. Drained water is evacuated by pumping."
Hakim (Chitgar) Tunnel Drainage and Waterproofing, Tehran, 2014 (on-going) This 2-km long tunnel is under construction and its drainage and sealing activities are on-going.

 

List of Major waterproofing Experiences (Industrial Complexes) 

Project Specification
Al-Mahdi Aluminum Plant Drainage Design, Bander-e Abbas, 2012-13 Dropping Water Table down to +14.5 m Elevation (Natural Ground Elevation: +20 m)
Hormozgan Steel Plant Site and Electrical Tunnels Drainage Design, Bander-e Abbas, 2012 Drainage of site, all workshops and electrical tunnels which their foundation depth elevations were below 5 m from natural ground