Mohamed M Abdelmotaal | Ain Shams University (original) (raw)
19+ Years of Professional experience, I used to provide good judgment in the context of assignments and seek overachievements. Thinking out of the box is one of my strengths. I usually show good leadership among my team where most of the time are different in cultures and nationalities.
Currently, assigning to develop socio-economic studies, environmental impact assessment of biodiversity, Eco-tourism assessment of Pas, where I trust that I will add great value and have over-achievement as most of my experience was related to protect heritage sites through proper and controllable consumptions of the natural resources, conduct conceptual analytical independent researches of protected areas management plan. 10 Years of my experience are in managerial levels mainly in liaise management including Conservation Sector for communication and interpretation with due exposure to general management and Socio-Economic tasks for protected areas. I joined big project funded by Italian cooperation related to improve world heritage sites focusing on pushing up people awareness about the importance of the heritage sites, this was through implementing effective marketing campaigns and discussions with all the involved parties from private and public sectors, I also worked with many NGOs in may projects funded by USAID and EU for better gender diversity and agriculture improvement projects in addition to environmental educational projects.
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Papers by Mohamed M Abdelmotaal
HBRC Journal, 2014
At areas subjected to earthquake activity, strategic and vital underground structures should be d... more At areas subjected to earthquake activity, strategic and vital underground structures should be designed to withstand both seismic and permanent loadings. This study aims to investigate the seismic interaction between tunnels and the surrounding granular dry soil. An advanced non-linear dynamic finite element model has been used to simulate such sophisticated problem, considering the full seismic interaction between tunnel, surrounding soil and bedrock motion. Extended Masing model is employed to simulate the nonlinearity and hysteresisty of the soil. Dynamic analysis is based on step-by-step integration schemes. Three artificial earthquake time-histories are used as control motions at the bedrock surface. Extensive comprehensive studies are carried out on a circular tunnel having diameters varying between 6 and 10 m, surrounded by homogenous sand layer of 30 m total thickness. The effect of sand layer relative density is examined using relative density range between 25% and 90%. Th...
HBRC Journal, 2014
At areas subjected to earthquake activity, strategic and vital underground structures should be d... more At areas subjected to earthquake activity, strategic and vital underground structures should be designed to withstand both seismic and permanent loadings. This study aims to investigate the seismic interaction between tunnels and the surrounding granular dry soil. An advanced non-linear dynamic finite element model has been used to simulate such sophisticated problem, considering the full seismic interaction between tunnel, surrounding soil and bedrock motion. Extended Masing model is employed to simulate the nonlinearity and hysteresisty of the soil. Dynamic analysis is based on step-by-step integration schemes. Three artificial earthquake time-histories are used as control motions at the bedrock surface. Extensive comprehensive studies are carried out on a circular tunnel having diameters varying between 6 and 10 m, surrounded by homogenous sand layer of 30 m total thickness. The effect of sand layer relative density is examined using relative density range between 25% and 90%. Th...