November 2011 Sinaye Azadi Building

Client:Tose Sina Company

The field work consists of near 100m Geotechnical drilling, sampling and in-situ testing such as SPT, electrical resistivity and downhole seismic 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.

November 2011 Shahrekord Cement Factory

Client:Shahrekord Cement Factory

The field work consists of near 315m Geotechnical drilling, sampling and in-situ testing such as SPT, electrical resistivity and downhole seismic 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.

November 2011 Gheshm Water Refinery

Client: Mapna 3 Company

The field work consists of near 225m Geotechnical drilling, sampling and in-situ testing such as SPT, electrical resistivity and downhole seismic 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.

November 2011 Shahriyar Multistory Parking

Client: Shayegan Company

The field work consists of near 225m Geotechnical drilling, sampling and in-situ testing such as SPT, CPTu, electrical resistivity and downhole seismic 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.

November 2011 Shiraz Highway Conjunctions

Client: Shiraz Municipality

The field work consists of near 225m Geotechnical drilling, sampling and in-situ testing such as SPT, CPTu, electrical resistivity and downhole seismic 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.

November 2011 Shiraz Highway Conjunctions

Client: Shiraz Municipality

The field work consists of near 225m Geotechnical drilling, sampling and in-situ testing such as SPT, CPTu, electrical resistivity and downhole seismic 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.

September 2011 Shahrekord Twin Tower

Client: Shiraz Municipality

The field work consists of near 150m Geotechnical drilling, sampling and in-situ testing such as SPT, electrical resistivity and downhole seismic 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.

August 2011 Sirjan Electrical Modules

Client: Ariyahadid Company

The field work consists of near 300m Geotechnical drilling, sampling and in-situ testing such as SPT, electrical resistivity and downhole seismic 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.

July 2011 Tehran Cement Factory

Client: Andishehsazan Company

The field work consists of near 250m Geotechnical drilling, sampling and in-situ testing such as SPT, plate load, electrical resistivity and downhole seismic 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.

June 2011 Multistory Parking

Client: Tehran Municipality

The field work consists of near 200m Geotechnical drilling, sampling and in-situ testing such as SPT and downhole seismic 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.

May 2011 Ahvaz Salt Clearance Project

Client: Petrotaksan Company

The field work consists of near 100m Geotechnical drilling, sampling and in-situ testing such as SPT and plate load tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering

Latman Kan Residential Building

Client: Mellat Bank Construction Company

The field work consists of near 1000m Geotechnical drilling, sampling and in-situ testing such as SPT tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes.

Noboniyad Residential BuildingClient: Ebtekar Sazeh Company

Completed: 2011

The field work consists of near 150m Geotechnical drilling, sampling and various in-situ testing such as SPT and downhole seismic 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.

Darous Building

Client: Atava Construction Company

Completed: 2011

The field work consists of near 100m Geotechnical drilling, sampling and various in-situ testing such as SPT, downhole and piezometer 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.

Samen Chadormaloo Steel Factory

Client: Arkan Tadbir Sazeh Company

Completed: 2011

The field work consists of near 200m Geotechnical drilling, sampling and various In-situ testing such as SPT and permeability tests.Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes.

Farashband Gas Refinery Extention

Client: Chegalesh Consulting Engineers

Completed: 2011

The field work consists of near 300m Geotechnical drilling, sampling and various In-situ testing such as down hole, SPT, pieozometer, Electrical Resistivity, and Vane shear 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.

South of Tehran Subway (Parand)

Client: Rahsaz Tarh Company

Completed: 2010

The field work consists of near 1900m Geotechnical drilling, sampling and various In-situ testing such as SPT, down hole, pieozometer 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 in a separate seismic report.

Mahboub Liyan ShipyardClient: Mahboub Liyan Shipyard Company

The field work consists of near 300m Geotechnical drilling, sampling and various In-situ testing such as SPT and piezometer tests. Allowable bearing capacity and settlement of different types of shallow and deep foundation in addition with soil characteristics must be determined for engineering purposes.

Waste water Transmission from Tehran to Qom

Client: Qom Regional Water Company

The field work consists of near 200m Geotechnical drilling, sampling and various In-situ testing such as SPT and permeability tests. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics must be determined for engineering purposes.

Mashhad Subway

Client: Mashhad Urban & Suburban Railway Operation Company

Completed: 2010

The field work consists of near 600m Geotechnical drilling, sampling and various In-situ testing such as plate load, down hole seismic test, 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.

Imam Khomeyni International Airport Hotel

Client: Tarh va Afarinesh Company

Completed: 2010

The field work consists of near 80m onshore Geotechnical drilling, sampling, in-situ testing such as SPT test. The test performed by drilling machines and adequate instruments. Allowable static and dynamic bearing capacity and settlement of pile foundation in addition of soil characteristics must be determined for engineering purposes.

Mellat Auto Bank :

Client: Mellat Bank

Completed: 2010

The field work consists of 250m onshore Geotechnical drilling, sampling, in-situ testing such as SPT and Downhole Seismic tests. The tests will be performed by drilling machines and adequate instruments. Allowable static and dynamic bearing capacity and settlement of different types of shallow foundation in addition of soil characteristics and bearing capacity of rock layers must be determined for engineering purposes.

Qom General Water Refinery (Second Module):

Client: Qom Water and Wastewater Company

Completed: 2010

The field work consists of 366m onshore Geotechnical drilling, sampling, in-situ testing such as SPT, PMT, Plate Load and Downhole tests. The tests will be performed by drilling machines and adequate instruments. Allowable static and dynamic bearing capacity and settlement of different types of shallow foundation in addition to soil characteristics and bearing capacity of rock layers must be determined for engineering purposes.

Vanak Commercial Complex:

Client: Royal Renaissance Company

Completed: 2010

The commercial complex consists of a 28-stories building with 8 stories located underground. The field work consists of one 60m Geotechnical borehole drilled under the high rise part. Allowable static bearing capacity and settlement of different types of shallow and deep foundation in addition to exploration program prepared by Mandro (2004) for engineering purposes. In order to check the bearing capacity of foundation for lowerrity underground water and stabilizing the walls of excavation, further investigation will be prepared.

Jask Oil Terminal:

Client: Iranian Oil Terminals Company (IOTC)

The field work consists of 630m offshore and 1210m onshore Geotechnical drilling, sampling, in-situ testing such as SPT, PMT, Electrical Resistivity, Plate Load, CBR and Downhole tests, Geological, Hydrological, Hydroclimatological and Seismic Hazard risk will also be studied. Offshore survey will  be perform from ARTEMIS and ARAS drilling vessel and Onshore survey will be performed by 4 mobile and skid base drilling machines. Allowable static and dynamic bearing capacity and settlement of different types of shallow and deep foundation in addition to soil characteristics and liquefaction must be determined for engineering purposes.

 Yadavaran Oil Field:

Client: Sinopec (China)

Completed: 2010

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.

Phase 12 South Pars Refinery Fire Tanks

Client: NASR Consortium

Completed: 2010

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.

IRANSHAHR Combined Cycle Power Plant

Client: MAPNA Power Plant Construction & Development Company

Completed: 2010

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.

 Hormozgan II (Gueno) Combined Cycle Power Plant

Client: MAPNA Power Plant Construction & Development Company

Completed: 2009

The field work consists of near 620m Geotechnical drilling, sampling and various in-situ testing such as plate load and electrical resistivity tests and laboratory testing. 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.

Ardebil Extension Gas Turbine Power Plant

Client: MAPNA Power Plant Construction & Development Company

Completed: 2009

The field work consisted of Geotechnical drilling Sampling and various In-situ testing such as pressuremeter, plate load and electrical resistively test. Allowable bearing capacity and settlement of different types of foundation in addition with soil characteristics have been determined for engineering purposes. The dynamic properties of soil layers have been also evaluated with down hole test as a part of Geotechnical Investigation.

Petronas Turkmenistan

( in KIYANLI) Gas Separation Plant Project:

Client: Petronas Company 

 Completed: 2009

The field work consists of near 90m Geotechnical drilling, Sampling and various in-situ testing such as down hole, Electrical resistivity, Mackintosh tests and buried structure detection. Topography and benchmark survey 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.

Pars LNG 

Client: TOTAL   

Completed: 2007

Field work for the onshore Geotechnical and Geophysical survey at the site of Pars LNG (Total) in Tombak is completed in 2007.The field work entails extensive coring, CPTu and diagraphy to abtain accurate field data for the design of super creogenic tanks and other major installation. 

Persian LNG         

Client: SHELL  

Completed: 2007

Persian LNG (Shell GSI) midstream onshore geotechnical investigation successfully carried out at Tombak site in South Pars gas field Area (near Assaloyeh) on December 2006 . In addition to drilling of exploratory boreholes and in-situ tests more than 30Km geophysical seismic refraction tests were performed .Also for seismic activity of the site Luminescence age dating test was done with cooperation of Oxford University Archeological laboratory.

Shahid Beheshti Port Development

Client: Port 7shipping Organization

Complete: 2007

Geotechnical  investigation and seismic hazard analysis for onshore and nearshore , Menard Pressure Meter Test to measure to lateral modulus of elasticity was used extensively.

CPF Cluster Sarvestan and Saadat Abad

Client: Oil Design & Construction  Company (ODDCC) and Pertrotaksan  J.V

Complete 2007

Technique of DPR  to detect cavities up to the depth to 30 meters under CPF Cluster located in the oil field Sarvestan Saadat Abad -Zagross mountain. Continual geotechnical and Geophysical investigation was undertaken to recommend the type of foundations and the properties of soil layers.  

Lavan Oil Refinery

Client: NAMVARAN

Complete: 2007

Geotechnical and geological site investigation , in-situ , and laboratory testing for foundation design and sub-surface layer exploration of Lavan refinery in South of Iran. 

Azadegan Field Development

Client : INPEX

Completed: 2006

Mandro is conducting the preliminary geotechnical and seismic studies for one of the world’s largest oil field in South-West Iran for INPEX. The field work. The study which was done with the supervision of Foster Wheeler of U.K. was consisted of :

1- Detection of buried ordinance up to depth 30 meters.

2- Geotechnical investigation to determine the type of foundations and soil characteristics.

3- Geophysical studies to evaluate seismic properties of soil layers.

Dez Dam Sediments

Client : Khuzestan Water Authority

Completed: 2005

Geotechnical study and site investigation for Dez Dam for the study of sediments entailing drilling 100-meter boreholes in water depth of 100 meters.

Assaluyeh Offsite Facilities

Clients : N.I.P.C.

Completed 2005

Geotechnical investigation, civil works, and structural design and supervision of offsite facilities in Assaluyeh petrochemical complex, entailing 8 petrochemical plants and other services.

Assaluyeh Diversion Dams

Clients : N.I.P.C.

Completed:2004

Geotechnical study, site investigation, in-situ and laboratory testing for ten diversion dam sites of Assaluyeh petrochemical complex South of Iran.

Zagross Field

Client : OEID/NIOC

Completed 2004

Mandro is conducting the geotechnical, environmental, hydrological and seismic studies for an oil fields in Central Iran stretching over 900 Kilometers. The field work for these investigations was completed. Final report to be issued late November.

Iran-India Gas Pipeline

Client : N.I.O.C./Gardline

Completed: 2004

Geotechnical\geophysical survey for Iran-India gas pipeline in Oman sea.

Iran Khazar Jack up

Client : N.I.O.C.

Completed 2004

Offshore geotechnical investigation and soil sampling in Caspian sea for Iran Khazar Jack up (dept of water is about 70-meter.

Site Engineering Services

Client:  Total South Pars

Completed: 2004

Site inspection engineers for quality control/quality assurance team in relation to the South Pars Development (refinery construction)

Providing Personnel for Training Department

Client : Total South Pars

Completed: 2003

High qualified personnel for training schedule of Total Co. in relation to South Pars Development project.