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Experienced geotechnical Company
mehdi yazdchi
,
Kingston Upon Thames, United Kingdom
Experience
Other titles
Skills
I'm offering
geotechnical design and analysis
finite element analysis
Plaxis
all other geotechnical design packages
piling design
finite element analysis
Plaxis
all other geotechnical design packages
piling design
Markets
United Kingdom
Language
English
Fluently
Ready for
Larger project
Ongoing relation / part-time
Full time contractor
Available
My experience
2015 - ?
job
Lead Principal Engineer, JP Kenny, Staines
Technical Authority, WS Atkins.
UK.
2007 - 2011
job
Principal Engineer
Subsea7.
UK.
2002 - 2007
job
Senior Engineer
Arup Geotechnics.
UK.
1999 - 2001
job
Research Associate
Imperial College.
UK.
Research
1997 - 1998
job
Research Associate
School of Civil Engineering, University of New South Wales.
Australia.
Research
1992 - 1996
job
Research Assistant
School of Civil Engineering, The University of NSW.
Australia.
Research
1990 - 1992
job
Senior Structural Engineer
Sazeh Consulting Company.
Tabriz, Iran.
1988 - 1990
job
Project Structural Engineer, Tabriz, Iran
Baghmishe Housing Organisation.
1985 - 1988
temp
Part time, Assistant Engineer, Tabriz, Iran
Hidenka Construction Company.
UK
Technical Authority
Employed in Atkins Geotechnical Sector as Technical Authority for numerical Analysis in Geotechnics including Offshore / Onshore and Nuclear industries. Leading teams of engineers in geotechnics and stablish of network of engineers in global Atkins to develop numerical soil models and research. Providing service for other sectors within Atkins including building structures teams to conduct basement, retaining wall, bridge abutment, soil-structure interaction, tunnel design and analysis.
Ove Arup & Partners, London Senior Engineer
Responsible for the geotechnical/structural design and analysis advice, coordinating design work, liaising with internal sub-consultant, external client and authorities, supervising up to six engineers' workings in the team, coordinating their work and PMC involvement. Types of projects includes: Temporary and permanent structures for underground cut and cover structures including underpasses, stations and tunnels up to 30m deep, Offshore structures and foundations, slope stability, risk assessment associated with deep excavation works shallow and deep foundation design, slope stability, all types of retaining walls, working for LUL/NR, tunnelling design and analysis, impact asseement and LNG projects. Some of major projects and only those related to offshore engineering are as follows:
King's Cross Mainline Station
Design of underground ticket hall and ground movement and damage assessment for the proposed SCL tunnels for Kings Cross redevelopment project.
Market Road, Islington London
Numerical analysis and assessment of existing masonry Copenhagen Rail Tunnels due to new residential/commercial developments.
King's Cross Mainline Station
Damage assessment of the Western Range Building and Central spine wall at King's Cross Mainline Station and St Pancras Chambers at St Pancras Mainline Station.
Thameslink Tunnel Box
Numerical modelling of the tunnel box at Chainage 3+500 using SAFE finite element program to determine the movement of the wall and heave movement of the base slab.
Stratford Station Box
Tender and detailed design of a 1.1km long, 50m wide and up to 24m deep Stratford Box for Contract 230 of CTRL.
Unilever House
Large diameter caisson design and analysis.
More London Development
Assessment of the new development adjacent to the existing tunnel. Design of the base slab of a 40m deep draught relief shaft for the future Crossrail station and tunnels. The design had to provide a structure that would be subjected to down drag due to deep excavation in the vicinity.
Fulton Street, New York
3D finite element analysis of construction complex staircase in Fulton Street Transit Centre.
White city Development
Assessment of Central Line Tunnels due to commercial developments in White city, London. Study included an FEM assessment of the size and shape of the temporary berm as well as propping options to minimise the tunnel movements.
Central Line, LUL
CTRL ground movement assessment for the St Pancras station and Cat III checks for the Central Line tunnel at Stratford.
Singapore integrated Resource Development
Design of temporary strutting system for 150m wide excavation in soft Singapore Clay.
Brigg Embankment
Assessing stability and deformation of embankment for fast trains.
Old Coffee House, Southampton
Modelling of jet grout plug for basement construction in sand.
Maari Wellhead Platform Substructure Design, New Zealand
Detailed foundation design and the implication of the foundation design on the overall substructure design.
One New Change
Integrity assessment of LUL Central line tunnels due to redevelopment in central London.
Walbrook
Structural integrity of sewage tunnels.
Ciftciler Development, Zincirlikuyu Istanbul, Turkey
Advice, rock mechanics mapping and part time site investigation supervision for a major basement excavation and tower development in the Carboniferous Trakya (Thrace) Formation. Assessment of excavatability and geotechnical design for slope stability.
Project Lateral
2D & 3D FE modelling of deep excavation in London Clay.
Ls-Dyna Analysis of Sanding in wellbores for BP Americas
Numerical modelling of sand production from injection wells after shut in operation.
Nicole Highway Collapse
Detailed investigation into the cause of Nicole Highway collapse.
Aldgate Union
Specification and site supervision for the construction of undeream pile for high rise building.
Project Grande
Thermal modelling of underground capacity for the building cooling in central London.
Tube lines
Structural integrity assessment for tunnel lining due to the cross-passage lintel collapse.
Development on Plaxis
Implementing new non-linear small strain soil model for over-consolidated clays into commercial package Plaxis.
Maari Wellhead Platform Substructure Design, New Zealand
Detailed foundation design and the implication of the foundation design on the overall substructure design.
Persian LNG Upstream Onshore Project, Tombak, Iran
Project manager and geotechnical team leader for the LNG project in Tombak, Iran for Shell GEC. Responsible for the quality management of the ground investigation, specification and geotechnical interpretative reporting. Particular geotechnical issues related to the hot desert environment of the site are being investigated.
Development of Cheviot Field, UK
Design of fixed substructure at Cheviot Field, consists of conventional steel jacket supporting the topsides, with a Stool formed of 3 concrete cylinders linked together by steel trusses to support the platform drilling rig.
Turkmenistan MCR-A and MDP-A Platforms, offshore Turkmenistan
Detailed design of the Gravity Base Substructure (GBS) for the Magtymguly field Collector Riser Platforms (MCR-A and MDP-A) for the Gas Full Field Development Phase 1A located in the Caspian Sea, offshore Turkmenistan.
Ls-Dyna Analysis of Sanding in wellbores for BP Americas
Numerical modelling of sand production from injection wells after shut in operation.
Hydraulic Fracture of Unconsolidated Sand for BP Americas
3D finite element study of fracture behaviour of unconsolidated sand under the condition of an injection well (constant injection pressure or constant injection volume).
Development of Plasticity model for London Clay
Implementation of Imperial College Soil Model (ICFEP) into Arup's in-house program SAFE.
LNG Terminal, Gulf of Mexico Foundation design for offshore storage tanks for an LNG terminal.
LNG Plant, Egypt
Responsible for design of piled foundations for process plant and review of pile design and testing for tanks and jetty in an area of moderate seismicity. Ground conditions comprised sands over deep soft clays.
LNG Plant, Nigeria
Responsible for design of preloading schemes, settlement analysis and review of monitoring for process plant, 60m diameter cryogenic storage tanks and floating roof steel storage tanks. Also, responsible for drivability and settlement studies for deep driven pile foundations for tanks. Ground conditions comprised a complex sequence of deltaic interbedded sands and clays.
Imperial College, London
Research Associate
Conducting research with Professor M.A. Crisfield on Development of non-linear finite element techniques for the dynamic analysis of flexible pipelines and cables including water-soil-structure interaction. At the end of research, I developed new pipe element and implemented into LUSAS commercial package.
Department of Geotechnical Engineering, The University of New South Wales, Australia
Research Associate
Conducting research with Professor S. Valliappan on the following areas:
• Vibration control of structures using smart materials.
• Coupled FE-BE Method applied to seismic analysis of arch dams.
• Development of Plasticity model for unsaturated soils.
Department of Geotechnical Engineering, The University of New South Wales, Australia
Research Assistant
Conducting doctoral research under supervision of Professor S. Valliappan on Seismic analysis of dams using Damage Mechanics Concept.
Ove Arup & Partners International, Australia.
Geotechnical Engineer
New Southern Railway Authority
Modelling of New Southern Railway's Coffer Dam using Computer code, FLAC.
Pells Sullivan Meynink Pty Ltd, Sydney Modelling of Nakan Waste Rock Storage Gold Mine in Indonesia.
Transgrid, Sydney Modelling of creep movement in underground buried cables using computer code, FLAC.
Department of Public Works, Sydney
Numerical modelling, seismic stability and post liquefaction assessment of Hume Dam, including dewatering and remediation design.
Thomson & Brett Pty Ltd, Melbourne Post liquefaction assessment of Renion Tailing Dam.
Sazeh Consulting Engineers, Iran
Senior Engineer
Analysis and design of multi-storey buildings and foundations.
Baghmishe Housing Organisation, Iran Engineer
Design and construction of residential complexes.
Hidenka Construction company, Iran
Assistant Engineer
Offshore experience:
Construction of commercial buildings.
JP Kenny, Staines, UK
Consultant
Leading a highly challenging design analyses for Diverless Spools and FTAs. These are required to be integrated in a subsea production system with 785 bar No Burst Pressure and resist high seismic loading all which have to be installable with very restrictive Caspian Sea installation and transportation vessel capability. Working in pipeline design team, responsible for rigid spool design, suction pile design, supervision of pipe-soil interaction tests conducted by NGI and University of Western Australia.
Directly dealing with the client and working with them and involved in PMC.
BP Caspian Sea Shah Deniz Stage 2 Development
• Design and analyses of cluster rigid spools based on ASME VIII (strain based) and ASME B31.8 and seismic analyses of spool systems
• Structural and geotechnical design of suction pile, anchor connector and chain stopper
• Fatigue and ECA analysis pipelines
• Assessment of spools against FIV and VIV
• Supervised pipe-soil interaction tests
• Reviewing on-bottom span for the infield pipelines
• Seismic analyses of flow lines, cluster spools, foundations and suction piles
• Structural and geotechnical design of mud mats.
Subsea 7, Sutton, UK
Principal Engineer
Employed in the Pipeline Engineering Group, responsible for Finite Element, structural integrity, heat transfer, design analyses of subsea pipelines including pipe-in-pipe flowline systems and geotechnical design. Design according to DnV and API code of offshore pipelines and spools. Dealing with contactors and clients on weekly basis.
Vessel 7XL
Designing Subsea7's new state-of-the-art reel-lay / J-lay pipelay and construction vessel for ultra-deepwater field developments. FE and analytical models developed to find the optimum distance of the reel to spooling-on tensioner in both horizontal and vertical directions and the optimised distance of the aligner wheel to reel during spooling-off (aligning) process in both horizontal and vertical directions. A parametric Finite Element model of the vessel incorporating all components involved during the spooling-on and spooling-off (aligning) process was produced.
Petrobras P55 and P56
• Setting up the most detailed FE model of the whole line. Carried out numerous pipeline on-bottom roughness, lateral buckling and walking simulations for the oil and gas pipelines incorporating sleepers to introduce controlled lateral buckling. The combined lateral buckling and walking characteristics of the line were predicted.
• Performed suction pipe geotechnical and structural design and structural analyses in order to evaluate the suction anchor lifting and tilting operation to ensure a safe operation and evaluate the position of lifting points.
• Developed a model using ABAQUS to design top loaded suction pile and compared the results with AGPANC with excellent results. Deployment of these piles allows Subsea7 to save substantial vessel time, since no pre-tensioning is required, and ROV connection of chain is easier because it is always outside the soil.
Petrobras Pre-Salt Feed
• Simulation of subsequent cyclic fatigue loading tests by using the FE model to calculate the stable cyclic stress ranges within the liner corresponding to the applied load cycles. Comparison of FE predicted fatigue damage in liner based on SN approach with post-test investigations of liner integrity.
BP Block 18 Gas Export Line
Carried out mud-mat and suction caisson design for protection structures and prepared pipe-soil interaction report for pipe-seabed friction factors.
Petrobras Tambau-Urugua Project
• Perform analyses in order to evaluate the lateral buckling and walking behaviour of the pipelines and ensure that they will operate under the safe limits in agreement with DNV standards.
More than 25 papers mainly in referred international journals and conferences have been published. Below are some of them directly related to geotechnical engineering.
• Yazdchi, M., Macklin, S.R. and Yeow, H.C., 2006, "3D Modelling of Sprayed-Concrete-Lined Tunnels in Clay", ICE Proceedings, Geotechnical Engineering, Volume 159, Issue GE4, Paper 14036.
• Yazdchi, M., Yeow, H.C. and Simpson, B., 2006, "Modelling Various Types of Reinforced Soil by the Finite Element Method - Application to Piled Raft Foundations, Proceedings of Sixth European Conference on Numerical Methods in Geotechnical Engineering, Edited by H.F. Schweiger, Graz, Austria.
• Yazdchi, M., Yeow, H.C., Macklin, S.R. and Bussell M., 2006, "Numerical Methods in the Assessment of Ground Movement Induced Structural Distortion of Historic Masonry Buildings", Submitted to the ICE Proceedings, The Structural Engineer.
Technical Authority
Employed in Atkins Geotechnical Sector as Technical Authority for numerical Analysis in Geotechnics including Offshore / Onshore and Nuclear industries. Leading teams of engineers in geotechnics and stablish of network of engineers in global Atkins to develop numerical soil models and research. Providing service for other sectors within Atkins including building structures teams to conduct basement, retaining wall, bridge abutment, soil-structure interaction, tunnel design and analysis.
Ove Arup & Partners, London Senior Engineer
Responsible for the geotechnical/structural design and analysis advice, coordinating design work, liaising with internal sub-consultant, external client and authorities, supervising up to six engineers' workings in the team, coordinating their work and PMC involvement. Types of projects includes: Temporary and permanent structures for underground cut and cover structures including underpasses, stations and tunnels up to 30m deep, Offshore structures and foundations, slope stability, risk assessment associated with deep excavation works shallow and deep foundation design, slope stability, all types of retaining walls, working for LUL/NR, tunnelling design and analysis, impact asseement and LNG projects. Some of major projects and only those related to offshore engineering are as follows:
King's Cross Mainline Station
Design of underground ticket hall and ground movement and damage assessment for the proposed SCL tunnels for Kings Cross redevelopment project.
Market Road, Islington London
Numerical analysis and assessment of existing masonry Copenhagen Rail Tunnels due to new residential/commercial developments.
King's Cross Mainline Station
Damage assessment of the Western Range Building and Central spine wall at King's Cross Mainline Station and St Pancras Chambers at St Pancras Mainline Station.
Thameslink Tunnel Box
Numerical modelling of the tunnel box at Chainage 3+500 using SAFE finite element program to determine the movement of the wall and heave movement of the base slab.
Stratford Station Box
Tender and detailed design of a 1.1km long, 50m wide and up to 24m deep Stratford Box for Contract 230 of CTRL.
Unilever House
Large diameter caisson design and analysis.
More London Development
Assessment of the new development adjacent to the existing tunnel. Design of the base slab of a 40m deep draught relief shaft for the future Crossrail station and tunnels. The design had to provide a structure that would be subjected to down drag due to deep excavation in the vicinity.
Fulton Street, New York
3D finite element analysis of construction complex staircase in Fulton Street Transit Centre.
White city Development
Assessment of Central Line Tunnels due to commercial developments in White city, London. Study included an FEM assessment of the size and shape of the temporary berm as well as propping options to minimise the tunnel movements.
Central Line, LUL
CTRL ground movement assessment for the St Pancras station and Cat III checks for the Central Line tunnel at Stratford.
Singapore integrated Resource Development
Design of temporary strutting system for 150m wide excavation in soft Singapore Clay.
Brigg Embankment
Assessing stability and deformation of embankment for fast trains.
Old Coffee House, Southampton
Modelling of jet grout plug for basement construction in sand.
Maari Wellhead Platform Substructure Design, New Zealand
Detailed foundation design and the implication of the foundation design on the overall substructure design.
One New Change
Integrity assessment of LUL Central line tunnels due to redevelopment in central London.
Walbrook
Structural integrity of sewage tunnels.
Ciftciler Development, Zincirlikuyu Istanbul, Turkey
Advice, rock mechanics mapping and part time site investigation supervision for a major basement excavation and tower development in the Carboniferous Trakya (Thrace) Formation. Assessment of excavatability and geotechnical design for slope stability.
Project Lateral
2D & 3D FE modelling of deep excavation in London Clay.
Ls-Dyna Analysis of Sanding in wellbores for BP Americas
Numerical modelling of sand production from injection wells after shut in operation.
Nicole Highway Collapse
Detailed investigation into the cause of Nicole Highway collapse.
Aldgate Union
Specification and site supervision for the construction of undeream pile for high rise building.
Project Grande
Thermal modelling of underground capacity for the building cooling in central London.
Tube lines
Structural integrity assessment for tunnel lining due to the cross-passage lintel collapse.
Development on Plaxis
Implementing new non-linear small strain soil model for over-consolidated clays into commercial package Plaxis.
Maari Wellhead Platform Substructure Design, New Zealand
Detailed foundation design and the implication of the foundation design on the overall substructure design.
Persian LNG Upstream Onshore Project, Tombak, Iran
Project manager and geotechnical team leader for the LNG project in Tombak, Iran for Shell GEC. Responsible for the quality management of the ground investigation, specification and geotechnical interpretative reporting. Particular geotechnical issues related to the hot desert environment of the site are being investigated.
Development of Cheviot Field, UK
Design of fixed substructure at Cheviot Field, consists of conventional steel jacket supporting the topsides, with a Stool formed of 3 concrete cylinders linked together by steel trusses to support the platform drilling rig.
Turkmenistan MCR-A and MDP-A Platforms, offshore Turkmenistan
Detailed design of the Gravity Base Substructure (GBS) for the Magtymguly field Collector Riser Platforms (MCR-A and MDP-A) for the Gas Full Field Development Phase 1A located in the Caspian Sea, offshore Turkmenistan.
Ls-Dyna Analysis of Sanding in wellbores for BP Americas
Numerical modelling of sand production from injection wells after shut in operation.
Hydraulic Fracture of Unconsolidated Sand for BP Americas
3D finite element study of fracture behaviour of unconsolidated sand under the condition of an injection well (constant injection pressure or constant injection volume).
Development of Plasticity model for London Clay
Implementation of Imperial College Soil Model (ICFEP) into Arup's in-house program SAFE.
LNG Terminal, Gulf of Mexico Foundation design for offshore storage tanks for an LNG terminal.
LNG Plant, Egypt
Responsible for design of piled foundations for process plant and review of pile design and testing for tanks and jetty in an area of moderate seismicity. Ground conditions comprised sands over deep soft clays.
LNG Plant, Nigeria
Responsible for design of preloading schemes, settlement analysis and review of monitoring for process plant, 60m diameter cryogenic storage tanks and floating roof steel storage tanks. Also, responsible for drivability and settlement studies for deep driven pile foundations for tanks. Ground conditions comprised a complex sequence of deltaic interbedded sands and clays.
Imperial College, London
Research Associate
Conducting research with Professor M.A. Crisfield on Development of non-linear finite element techniques for the dynamic analysis of flexible pipelines and cables including water-soil-structure interaction. At the end of research, I developed new pipe element and implemented into LUSAS commercial package.
Department of Geotechnical Engineering, The University of New South Wales, Australia
Research Associate
Conducting research with Professor S. Valliappan on the following areas:
• Vibration control of structures using smart materials.
• Coupled FE-BE Method applied to seismic analysis of arch dams.
• Development of Plasticity model for unsaturated soils.
Department of Geotechnical Engineering, The University of New South Wales, Australia
Research Assistant
Conducting doctoral research under supervision of Professor S. Valliappan on Seismic analysis of dams using Damage Mechanics Concept.
Ove Arup & Partners International, Australia.
Geotechnical Engineer
New Southern Railway Authority
Modelling of New Southern Railway's Coffer Dam using Computer code, FLAC.
Pells Sullivan Meynink Pty Ltd, Sydney Modelling of Nakan Waste Rock Storage Gold Mine in Indonesia.
Transgrid, Sydney Modelling of creep movement in underground buried cables using computer code, FLAC.
Department of Public Works, Sydney
Numerical modelling, seismic stability and post liquefaction assessment of Hume Dam, including dewatering and remediation design.
Thomson & Brett Pty Ltd, Melbourne Post liquefaction assessment of Renion Tailing Dam.
Sazeh Consulting Engineers, Iran
Senior Engineer
Analysis and design of multi-storey buildings and foundations.
Baghmishe Housing Organisation, Iran Engineer
Design and construction of residential complexes.
Hidenka Construction company, Iran
Assistant Engineer
Offshore experience:
Construction of commercial buildings.
JP Kenny, Staines, UK
Consultant
Leading a highly challenging design analyses for Diverless Spools and FTAs. These are required to be integrated in a subsea production system with 785 bar No Burst Pressure and resist high seismic loading all which have to be installable with very restrictive Caspian Sea installation and transportation vessel capability. Working in pipeline design team, responsible for rigid spool design, suction pile design, supervision of pipe-soil interaction tests conducted by NGI and University of Western Australia.
Directly dealing with the client and working with them and involved in PMC.
BP Caspian Sea Shah Deniz Stage 2 Development
• Design and analyses of cluster rigid spools based on ASME VIII (strain based) and ASME B31.8 and seismic analyses of spool systems
• Structural and geotechnical design of suction pile, anchor connector and chain stopper
• Fatigue and ECA analysis pipelines
• Assessment of spools against FIV and VIV
• Supervised pipe-soil interaction tests
• Reviewing on-bottom span for the infield pipelines
• Seismic analyses of flow lines, cluster spools, foundations and suction piles
• Structural and geotechnical design of mud mats.
Subsea 7, Sutton, UK
Principal Engineer
Employed in the Pipeline Engineering Group, responsible for Finite Element, structural integrity, heat transfer, design analyses of subsea pipelines including pipe-in-pipe flowline systems and geotechnical design. Design according to DnV and API code of offshore pipelines and spools. Dealing with contactors and clients on weekly basis.
Vessel 7XL
Designing Subsea7's new state-of-the-art reel-lay / J-lay pipelay and construction vessel for ultra-deepwater field developments. FE and analytical models developed to find the optimum distance of the reel to spooling-on tensioner in both horizontal and vertical directions and the optimised distance of the aligner wheel to reel during spooling-off (aligning) process in both horizontal and vertical directions. A parametric Finite Element model of the vessel incorporating all components involved during the spooling-on and spooling-off (aligning) process was produced.
Petrobras P55 and P56
• Setting up the most detailed FE model of the whole line. Carried out numerous pipeline on-bottom roughness, lateral buckling and walking simulations for the oil and gas pipelines incorporating sleepers to introduce controlled lateral buckling. The combined lateral buckling and walking characteristics of the line were predicted.
• Performed suction pipe geotechnical and structural design and structural analyses in order to evaluate the suction anchor lifting and tilting operation to ensure a safe operation and evaluate the position of lifting points.
• Developed a model using ABAQUS to design top loaded suction pile and compared the results with AGPANC with excellent results. Deployment of these piles allows Subsea7 to save substantial vessel time, since no pre-tensioning is required, and ROV connection of chain is easier because it is always outside the soil.
Petrobras Pre-Salt Feed
• Simulation of subsequent cyclic fatigue loading tests by using the FE model to calculate the stable cyclic stress ranges within the liner corresponding to the applied load cycles. Comparison of FE predicted fatigue damage in liner based on SN approach with post-test investigations of liner integrity.
BP Block 18 Gas Export Line
Carried out mud-mat and suction caisson design for protection structures and prepared pipe-soil interaction report for pipe-seabed friction factors.
Petrobras Tambau-Urugua Project
• Perform analyses in order to evaluate the lateral buckling and walking behaviour of the pipelines and ensure that they will operate under the safe limits in agreement with DNV standards.
More than 25 papers mainly in referred international journals and conferences have been published. Below are some of them directly related to geotechnical engineering.
• Yazdchi, M., Macklin, S.R. and Yeow, H.C., 2006, "3D Modelling of Sprayed-Concrete-Lined Tunnels in Clay", ICE Proceedings, Geotechnical Engineering, Volume 159, Issue GE4, Paper 14036.
• Yazdchi, M., Yeow, H.C. and Simpson, B., 2006, "Modelling Various Types of Reinforced Soil by the Finite Element Method - Application to Piled Raft Foundations, Proceedings of Sixth European Conference on Numerical Methods in Geotechnical Engineering, Edited by H.F. Schweiger, Graz, Austria.
• Yazdchi, M., Yeow, H.C., Macklin, S.R. and Bussell M., 2006, "Numerical Methods in the Assessment of Ground Movement Induced Structural Distortion of Historic Masonry Buildings", Submitted to the ICE Proceedings, The Structural Engineer.
Monitoring, Offshore, FIVE, Implementation, Supervision, Development, Testing, Storage, Organization, International, Support, Assessment, Oil and Gas, 2D, Production, Drilling, UP, Manager, Rig, Drilling, Test, 3D modelling, API, Research, Project Manager, SoMe, C, R, Consulting, Management, Design, Deployment, 3D, Network, Service, Engineering, Quality Management, It, Safe
My education
1993
-
1996
University of New South Wales
Doctorate, Geotechnical Engineering
Doctorate, Geotechnical Engineering
1987
-
1989
Shiraz University
Masters, Geotechnical Engineering
Masters, Geotechnical Engineering
1983
-
1987
Tabriz University
BSc, Civil Engineering
BSc, Civil Engineering
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