- February 2010,Qeshm Bunkering Berth:

The field work consists of 160m offshore Geotechnical drilling, sampling and in-situ testing such as SPT tests. The tests carried out from ARTEMIS drilling vessel. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes.

- February 2010 Yadavaran Oil Field:

Mandro is performing Geotechnical and seismic studies for Yadavaran Oil Field which is one of the world's largest oil field located South-West Iran. The field work which was started recently is consisted of 1800m Geotechnical drilling, sampling and various in-situ testing such as plate load, down hole, pressure meter, CPTu and electrical resistivity tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes. The dynamic properties of soil layers will be evaluated as part of Geotechnical Investigation.

- February 2010 Karaj Subway Route 4^th Line:

The field work consists of near 3000m Geotechnical drilling, sampling and various In-situ testing such as plate load, down hole, pressure meter and electrical resistivity tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes. The dynamic properties of soil layers will be evaluated as part of Geotechnical Investigation.

- February 2010 Phase 12 South Pars Refinery Fire Tanks:

The field work consists of near 80m Geotechnical drilling, sampling and various In-situ testing such as down hole, pressure meter and SPT tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes. The dynamic properties of soil layers will be evaluated as part of Geotechnical Investigation.

- February 2010 IRANSHAHR Combined Cycle Power Plant:

The field work consists of near 460m Geotechnical drilling, sampling and various in-situ testing such as plate load, down hole, pressure meter and electrical resistivity tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes. The dynamic properties of soil layers will be evaluated as part of Geotechnical Investigation.