PhD Civil Engineering
Branch Construction and Management
Institute/University: Tehran university of Science and Research
Since 2018Highly motivated and accomplished Civil Engineer with a strong background in designing and implementing projects within the construction industry. I excel in developing innovative solutions to complex problems. I have successfully managed teams and collaborated with multiple stakeholders. Skilled in using industry software and staying updated with the latest advancements, I am committed to delivering high-quality results while adhering to strict safety regulations. I am ready to contribute my expertise to drive success in your organization.
Branch Construction and Management
Institute/University: Tehran university of Science and Research
Since 2018Branch Road and Transportation
Institute/University: Kerman University
2015 - 2017Institute: The École polytechnique fédérale de Lausanne (EPFL)
June 2022
Institute: Nano Technology Group Development Company TC74
2021
Institute: Nano Technology Group Development Company TC74
2021
Description: concrete rheology depends on many parameters cement particles size distribution and cement water need are one of them which is cement factories responsibility, many laboratories test on cement mortar compression strength and concrete compressive strength and concrete slump is done to get the best rheology and strength of cement in concrete
Description: The idea of using calcined clay as a pozzolan dates to 2004.after studying the literature we contemplated the possibilities, I designed and started using calcined clay in laboratory aspects in Kerman cement factory for the first time in Iran , we have conducted many laboratory’s tests and we were successful in producing LC3 which paper was presented at CCSC2022 in Lausanne.
Description: Consulting on choosing concrete aggregate, mix design and Curing condition to achieve C60 Concrete in field
Description: 10 different self-compacting concrete mix designs were designed and fabricated using Khash and Sirjan pozzolans, containing 0, 25, 50, 75 and 100% replacement of silico manganese slag (SiMnS) with concrete aggregate size of (9.5-4.75) mm. the water to cement ratio is 0.36 for all SCC mixes. Slump Flow, V-Funnel and L-Box tests were performed on fresh concrete to investigate the fresh properties and rheology of green self-compacting concrete, with silico manganese slag (SiMnS) provides better compression strength results up to 18% and somehow increase in durability test results but adverse effects on the workability parameters of SCC.
Description: under revision
2022
2018
2017