Curriculum Vitae
Rashid Shahgholian
Identificação
Identificação pessoal
- Nome completo
- Rashid Shahgholian
Nomes de citação
- Shahgholian, Rashid
Identificadores de autor
- Ciência ID
- CE11-EAF7-B3AD
- ORCID iD
- 0000-0001-8321-6453
Endereços de correio eletrónico
- up201802256@edu.fe.up.pt (Profissional)
- rashid.shahgholian@gmail.com (Pessoal)
Telefones
- Telemóvel
-
- 912875860 (Pessoal)
Moradas
- Rua do Campo Alegre, No. 695, 4150-179, Porto, porto, Portugal (Pessoal)
Websites
- www.linkedin.com/in/rashid-shahgholian-1b482545 (Profissional)
Domínios de atuação
- Ciências da Engenharia e Tecnologias - Engenharia do Ambiente - Geotecnia
- Ciências da Engenharia e Tecnologias - Engenharia Civil
Idiomas
| Idioma | Conversação | Leitura | Escrita | Compreensão | Peer-review |
|---|---|---|---|---|---|
| Persa (Idioma materno) | |||||
| Inglês | Utilizador independente (B1) | Utilizador independente (B2) | Utilizador independente (B1) | Utilizador independente (B1) | Utilizador independente (B1) |
| Português | Utilizador elementar (A2) | Utilizador elementar (A2) | Utilizador elementar (A2) | Utilizador elementar (A2) | Utilizador elementar (A2) |
Formação
| Grau | Classificação | |
|---|---|---|
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2019/02 - 2025/09
Em curso
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Geotechnics (Doutoramento)
Especialização em Soil dynamics
Universidade do Porto Faculdade de Engenharia, Portugal
"New approach to the laboratory determination of soil damping; Application to earthquake engineering projects" (TESE/DISSERTAÇÃO)
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1999/09/15 - 2002/05/15
Concluído
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Soil mechanics and foundations (Master)
Shiraz University Faculty of Engineering, Irão
"Reliability analysis of rock slopes using theory of fuzzy sets" (TESE/DISSERTAÇÃO)
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EXCELLENT |
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1994/09/15 - 1999/02/19
Concluído
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Civil Engineering (Bachelor)
Isfahan University of Technology Faculty of Civil Engineering, Irão
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Percurso profissional
Docência no Ensino Superior
| Categoria Profissional Instituição de acolhimento |
Empregador | |
|---|---|---|
| 2005/09 - 2006/02 | Professor Associado (Docente Universitário) | Islamic Azad University Falavarjan Branch, Irão |
Outros
| Categoria Profissional Instituição de acolhimento |
Empregador | |
|---|---|---|
| 2004 - 2019 | Engineering Consultancy | Zayandab Consulting Eng. Co., Irão |
| 2002 - 2019 | Construction Industry | Construction Engineering Organization, Irão |
Produções
Publicações
| Artigo em conferência |
|
| Artigo em revista |
|
| Tese / Dissertação |
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Propriedade Intelectual
| Patente |
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Outros
| Norma ou política |
|
| Outra produção |
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Atividades
Participação em evento
| Descrição da atividade Tipo de evento |
Nome do evento Instituição / Organização |
|
|---|---|---|
| 2024/07/16 - 2024/07/25 | Use the facilities at Cambridge University for the resonant column test.
Outro
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GEOLAB
Cambridge University Press, Reino Unido
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| 2023/09/03 - 2023/09/06 | Attending the workshops organised in the scope of the conference and having an oral presentation on the damping measurement
on soils.
Conferência
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Universidade do Porto Faculdade de Engenharia, Portugal
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| 2022/10/30 - 2022/11/11 | Use the facilities at Cambridge University for the centrifuge and resonant column tests.
Outro
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GEOLAB
Cambridge University Press, Reino Unido
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Consultoria / Parecer
| Descrição da atividade | Instituição / Organização | |
|---|---|---|
| 2017 - 2019 | Using geoslope and Plaxis, -15m. deep excavation, designed in silty, gravelly soil, almost vertically, without man-made retaining element, by relying on geological stratigraphy of the site, consisted cemented layers at some intervals (Zibashahr). -10m. deep excavation, designed using steel tie-backs (Mobarake Pump Station). -10m. deep excavation, designed by secant piles (Diziche pump station). Modification in the design of these temporary excavations changed the critical path of the project. | Zayandab Consulting Eng. Co., Irão |
| 2004 - 2019 | Instrumentation: --- Tunnels and Large dams are instrumented from early stages of construction phazes. Collected data are analysied weekly (during construction) and annually (in operation life). I was in charge of evaluation of the condition of one tunnel (at one stage) and 6 embankment dams, 45 ~ 101 meter height, based on the records from stand pipes, piezoelectrics in soil and bed rock, accelerograms, survey points, inclinometers, V notch, etc. My suggestion of uniform digital data sheets made monitoring more efficient. | Zayandab Consulting Eng. Co., Irão |
| 2004 - 2019 | Dam studies: --- Detection of suitable locations for building a dam with the cooperation of hydro/geologists. Design the field investigation program, in situ and laboratory tests, and technical supervision over all the procedures, simultanious with interpretation of the results. preliminary design of the embankment dam body with different alternatives to compare with other types. Borrow resource studies. I changed a tall RCC dam to a masonry one, based on available material and technology, it successfully works now. | Zayandab Consulting Eng. Co., Irão |
| 2004 - 2019 | Technical reports and maps: --- Preparing mid Phase and final technical reports mostly based on Eurocodes were mandatory. Different teams of juries at different stages controlled the activities and design based on our reports. At the final stages of the studies, maps for construction were prepared. In Beheshtabad dam project we had cooperation with companies from France, Belgium and china, so in these projects the reports was prepared in English and evaluated by foreign companies. | Zayandab Consulting Eng. Co., Irão |
| 2002 - 2019 | Concrete buildings:--- Technical supervision on the construction process as well as designing of the structure and foundation based on national codes which have a similar structure as Eurocodes. I was working for the government. The project was building a new residential town up to 3000 individual 3~4 story apartment (2002~2004). After 2004, I continued the activity as part time job, which was officially allowed beside my full time consultancy activities. | Construction Engineering Organization, Irão |
| 2000 - 2019 | Design supervisor in the residential concrete building sector (Quality control of the soil, rebars, casting, Concrete and safety). I had official technical supervision over more than 12 residential building, from preparing the foundation to the final stage. I having official permission for the structural design of buildings as well as construction of them. | Iranian organization for engineering order of buildings, Irão |
| 2011 - 2017 | Grouting: --- Watertight grouting in large dams is followed by test grouting studies. I have good experience of participation in the design and supervision of test grouting in limestone. My proposed arrangement of boreholes saved drilling costs as well as time, comparing to regular arrangements. Using Seep-w, I studied the efficiency of grout curtain for different alignments and depths, for a 185 meter height double arch dam. | Zayandab Consulting Eng. Co., Irão |
| 2008 - 2009 | Landslide studies:--- Impounding the new dams causes a vast region to become saturated. Induced earthquakes are most probable at the same time so, landslide becomes very severe. Usual methods of landslide investigation do not work well in this case because no evidence exists of the performance of new factors, especially deep saturation and buoyance of all the slopes. I proposed innovation method to consider the effects of this un-experienced factor. Using CIVIL-3D, the hazard map prepared all along the reservoir. | Zayandab Consulting Eng. Co., Irão |