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He graduated in geotechnics (M.Sc.) in 2002 and certificated as B.Sc. in Civil Engineering in 1999. He attends a Ph.D. in geotechnics at the University of Porto since 2019. From 2002 to 2004, he was the chief of the technical office in the Iranian army. The project was building a new town with around 3000 residential apartments in 3 and 4 stories. From 2004 to 2019, he has full-time cooperation with a geotechnical consultant company. After 14 years of experience in the study, design, and technical supervision of embankment dams and their sub-projects, he quit the job while he was the head of the geotechnical division of the company. In 2020, a national manual entitled "Design Manual of Embankment and Rockfill Dams" published for the first time, thanks to his active role as an author and technical reviewer. His second paper on the application of fuzzy numbers in rock mechanics published in 2021, following his M.Sc. thesis and a conference paper in 2002. In addition to his recent studies on soil dynamic, liquefaction, SPT-CPT correlation, instrumentation, numerical modeling, rock mechanics, and risk analysis in geotechnics, these are the keywords of careers that he have a practical skill, in addition of academic certificates: Geotechnics - Dams - Instrumentation - Grout curtain - Slope stability - Retaining structures - Shallow and deep foundations- Rock mechanics - Soil mechanics
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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

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
2019/02 - 2025
Em curso
 Geotechnics (Doutoramento)
Universidade do Porto Faculdade de Engenharia, Portugal
1999/09/15 - 2002/05/15
Concluído
 Soil mechanics and foundations (Master)
Shiraz University Faculty of Engineering, Irão
"Reliability analysis of rock slopes using theory of fuzzy sets" (TESE/DISSERTAÇÃO)
 EXCELLENT
1994/09/15 - 1999/02/19
Concluído
 Civil Engineering (Bachelor)
Isfahan University of Technology Faculty of Civil Engineering, Irão
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
  1. Rashid Shahgholian; Cristiana Ferreira; António Viana da Fonseca. "Correlation between SPT and CPT tests in liquefiable deposits". 2022.
    10.1201/9781003308829-100
  2. Rashid shahgholian; Ghassem Habibagahi. "Reliability analysis of rock slopes using the theory of fuzzy sets". Trabalho apresentado em Numerical Models in Geomechanics, NUMOG VIII, Rome, 2002.
    Publicado
Artigo em revista
  1. Habibagahi, Ghassem; Shahgholian, Rashid; Sahraeian, S. Mohammad Sadegh. "Stochastic Analysis of Rock Slope Stability: Application of Fuzzy Sets Theory". Iranian Journal of Science and Technology, Transactions of Civil Engineering (2021): http://dx.doi.org/10.1007/s40996-020-00525-3.
    Publicado • 10.1007/s40996-020-00525-3
Tese / Dissertação
  1. Shahgholian, Rashid. "Reliability of rock slopes using theory of fuzzy sets". Mestrado, Shiraz University Faculty of Engineering, 2002.

Outros

Norma ou política
  1. National Design Manual of Embankment and Rock fill Dams. A document collected based on the experiences of our company in the study, design, technical supervision of construction and monitoring of the dams. Previous designs were mainly based on USBR or US army manuals; our text borrowed valuable parts from the last version of them but localized regarding the national factors and consequences of the exact/modified application of these manuals.. 2020. Shahgholian, Rashid. http://waterstandard.wrm.ir/uploaded_files/DCMS/WRMResearch_files/wrm_c9f99b_1602573045.pdf.
Outra produção
  1. Technical reports (Regular, numerious reports produced by consulting company for various clients). As a mandatory part of geotechnical consultancy, we were asked to prepare technical reports, sometimes bilingual to be used by our international supervisors from France, Beljium or China. These reports was evaluated by client juries at different stages, followed by meeting to answer their questions. As a routine, publishing the data in scientific articles was forbiden.. 2017. Shahgholian, Rashid.
Atividades

Consultoria / Parecer

Descrição da atividade Instituição / Organização
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
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