ACADEMIC EXPERIENCES

University

Period

Position

Islamic Azad University, Zanjan Branch, School of Civil Engineering,
Zanjan, Iran

2008-Now

Faculty Member,
Head of Geotechnical Engineering Department (2011-2014),
Course Lecturer: Soil Mechanics, Foundation Engineering, Advanced Foundation Engineering, Soil Dynamics, Geotechnical Earthquake Engineering, Soil-Structure Interaction

University of Science and Culture

2017-Now

Visiting Professor,
Course Lecturer: Soil Dynamics, Ground Improvement

Zanjan Province Construction Engineering Organization

2008-Now

Course Lecturer: Deep Foundations, Excavation Methods, and Ways of Stabilizing It and Practical Points of Shallow Foundations

 

PROFESSIONAL EXPERIENCES

Company

Period

Position

Activity

Tehran Berkeley, Tehran, Iran

2018-Now

Geotechnical Engineer

  • Shahid Rajaee Port Complex Development-Phase III, Bandarabbas, Iran
  • Specification for Geotechnical Site Investigations
  • Geotechnical Design Parameters
  • Geotechnical Design of Diaphragm Wall and Anchor Piles
  • Soil Liquefaction Assessment
  • Design of Ground Improvement by Dynamic Compaction 
  • Geotechnical Design of Rear Crane Beam Piles

Sahel Omid Iranian, Tehran, Iran

2015-2018

Head of Geotechnical Department

  • Mared River Lock Project, Abadan, Iran
  • Specification of Geotechnical Site Investigation
  • Geotechnical Design Parameters Based on CPT, SPT and Laboratory Tests
  • Geotechnical Soldier Pile Design
  • Geotechnical Design of Dewatering System (Sheet pile with Berm)

 

  • Development of Shahid Rajaei Port Oil Terminals, Bandarabbas, Iran
  • Specification of Geotechnical Site Investigation
  • Site Investigation Factual Report
  • ¬†Specification of Pile Dynamic Load Test (PDA)
  • Specification of Pile Static Load Test
  • Specifications of Piles and Pile Driving
  • Pile Design Methodology
  • Geotechnical Design Parameters
  • Pile Load Test Results and Interpretation
  • Pile Design
  • Soil Liquefaction Assessment
  • Soil Improvement Method
  • Stability Assessment of Rajaiee Breakwater
  • Pile Driving Study
  • Parsian Port Complex Development, Bushehr, Iran
  • Specification of Geotechnical Site Investigation
  • Geotechnical Design Parameters
  • Design of Block Concrete Quay wall
  • Slope Stability Assessment of Breakwaters

Petro-Sahel Persian Gulf Development, Tehran, Iran

2012-2015

Head of Geotechnical Department

  • Persian Gulf Regional Transportation Network Project, Qeshm Island, Iran
  • Specification of Geotechnical Site Investigation
  • Geotechnical Design Parameters
  • Numerical Analysis of Qeshm bridge
  • Pile Design of Access Bridges
  • Soil Liquefaction Assessment
  • Soil Improvement Method
  • Basic Design of Kavel Port Development

Sahel Consulting Engineers, Tehran, Iran

2004-2012

 

 

 

 

Geotechnical Engineer

  • Pars Service Port, Asaluyeh, Iran
  • Geotechnical Design Parameters
  • Geotechnical Soldier Pile Design
  • Design of Ground Improvement by Dynamic Compaction and Method Statement

 

  • Mahshahr Oil Deposit Project, Mahshahr, Iran
  • Planned site investigation of the project and specified drilling, sampling, as well as field and lab testing procedures 
  • Assessed the subsurface geotechnical profile of the project area and geotechnical design parameters of different soil layers
  • Design of ground improvement beneath the foundation of oil storage tanks using preloading embankments along with prefabricated vertical drains (PVD) to accelerate consolidation settlement of soft soils
  • Analyzed the stability of preloading embankments' slopes using SLOPE/W and calculated the embankments settlements using PLAXIS 2D
  • Specified geotechnical instrumentations for monitoring preloading embankments, and interpreted the monitoring data
  • Specified secondary boreholes and field tests after preloading, and assessed the improvement of soil properties due to construction of preloading embankments
  • Shahid Rajaee Port Complex Development-Phase II, Bandarabbas, Iran
  • Specification for Geotechnical Site Investigations
  • Geotechnical Design Parameters
  • Calculated the probability of liquefaction during earthquake for soil layers in behind quay wall and port yard based on soil types and SPT and CPT data
  • Geotechnical Design of Diaphragm and Anchor wall
  • Soil Liquefaction Assessment
  • Design of Ground Improvement by Dynamic Compaction 
  • Geotechnical Design of Rear Crane Beam Piles

 

  • LNG Package III Project, Tombak, Iran
  • Specification for Geotechnical Site Investigations
  • Geotechnical Design Parameters
  • Soil Liquefaction Assessment
  • Pile Design Methodology
  • Specification of Pile Static Load Test
  • Slope Stability Assessment of Breakwaters
  • Pile Load Test Results and Interpretation
  • Pile Design of¬† Ro-Ro berth
  • Pile Design of general cargo berth
  • Pile Design of Sulphur berth
  • Shahid Beheshti Port Complex Development, Chabahar, Iran
  • Preparation of tender proposal for quay wall

 

  • Phase 12 of South Pars Gas Field Development Project
  • Preparation of tender proposal for quay wall
  • NPC Petrochemical port
  • Geotechnical Design Parameters
  • Design of Block Concrete Quay wall (Pseudo-Static and Dynamic Analysis)

Nehadab Engineering Consultant Company, Tehran, Iran

2003-2004

Geotechnical Engineer

  • Sardasht Embankment Dam, Khuzestan Province, Iran
  • Geotechnical Design Parameters
  • Design of Embankment Dam and Slope Stability Assessment

 

Tehran Soil & Foundation Consulting Engineers, Tehran, Iran

2002-2003

 

  • Apprenticeship at Soil Mechanics Laboratory