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NEWS : -November 2011 Soroosh FSU Anchoring System The field work consists of near 200m Geotechnical drilling, sampling and in-situ testing such as SPT test. Allowable bearing capacity and settlement of different types of pile foundations in addition with soil characteristics must be determined for engineering purposes. -November 2011 THE PROVISION OF SEABED GEOTECHNICAL SURVEYS AND ROV SERVICES FOR DRILLING OF FOUR EXPLORATORY WELLS IN PERSIAN GULF The field work consists of near 360m Geotechnical drilling, sampling and in-situ testing such as SPT and CPTu tests. Also 4 1*1 km area is consider for geophysical survey. Allowable bearing capacity and settlement of spudcans in addition with soil characteristics must be determined for engineering purposes. - November 2011 Sinaye Azadi Building 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 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 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 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 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 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 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 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 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
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MANDRO – CHASE GROUP:
We are active in the field of geotechnical and geophysical engineering since 1969. In fact our first request was from Elf Aquitaine of France to survey the sites at Siri Island. We surveyed the sites and the master plan for Siri Island was prepared. Eventually several consulting companies were established and registered by us in various countries to offer engineering services.
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