Sasan Ghorbani

Dr. Sasan Ghorbani


Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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3 January 2023 in Bulletin of Engineering Geology and the Environment
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Journal Article
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SGSasan Ghorbani
Sasan Ghorbani
SHSeyed Hadi Hoseinie
Seyed Hadi Hoseinie
EGEbrahim Ghasemi
Ebrahim Ghasemi
TSTaghi Sherizadeh
Taghi Sherizadeh

3 April 2023 in International Journal of Geosynthetics and Ground Engineering
Verified
Journal Article
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SGSasan Ghorbani
Sasan Ghorbani
KBKomeil Bour
Komeil Bour
RJRoohollah Javdan
Roohollah Javdan
MBMohammad Bour
Mohammad Bour

2 January 2025 in Scientific Reports
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Journal Article
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SGSasan Ghorbani
Sasan Ghorbani
KBKomeil Bour
Komeil Bour
RJRoohollah Javdan
Roohollah Javdan
Mechanized tunneling in harsh environments faces many hazards, which can stop tunneling operations for a long time. Due to the high investment volume in tunneling projects, it is imperative to predict and assess the geotechnical hazards. This research has tried to evaluate and introduce the most dangerous section of the Kerman water conveyance tunnel (KWCT) using multi-index decision-making techniques including PROMETHEE II, WASPAS, and CoCoSo models. For this purpose, at first, the most important hazards in the tunnel route including dealing with fault zones, water inflow into the tunnel, rock abrasivity, and squeezing potential were identified. Then, the most dangerous sections of the tunnel were determined using empirical and analytical methods. In the next step, the weight of each criterion at most dangerous sections was determined using Shannon’s entropy method. The results showed that using PROMETHEE II, WASPAS, and CoCoSo models, section Hz11 of the tunnel is the most dangerous section among all sections from a geotechnical point of view. Finally, this study suggests the PROMETHEE II-entropy, WASPAS-entropy, and CoCoSo-entropy models as the suitable methods with more accuracy among MCDM techniques for evaluating the geotechnical and geological hazards in a real situation of tunneling projects.

14 July 2023 in Geotechnical and Geological Engineering
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SGSasan Ghorbani
Sasan Ghorbani
KBKomeil Bour
Komeil Bour
RJRoohollah Javdan
Roohollah Javdan

22 April 2025 in Discover Geoscience
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SGSasan Ghorbani
Sasan Ghorbani
The petrographic attributes of rocks as effective indicators of physicomechanical properties have always interested researchers. In this paper, a new general classification of petrographic attributes was presented. In this classification, the petrographic attributes were categorized into microfabric characteristics and mineralogical indices. After that, a comprehensive review of the relationships between petrographic attributes with uniaxial compressive strength, dynamic hardness tests, P-wave velocity, density, porosity, and drilling/penetration rates of rock materials was performed based on the available literature. In general, it can be concluded that the petrographic characteristics have meaningful effects on the engineering properties of rocks. Also, petrographic attributes can be considered among the influential factors in the optimization of drilling operations in rocks. In other words, it can be said that petrographic attributes play a key role as controlling factors in the engineering properties of rocks such as wear of cutting tools, selecting the appropriate drilling methods, and lifetime of drill bits. Future studies must be focused on the lack of past researches in full detail. Based on extensive studies, there is a need to develop a new algorithm and software for the automatic analysis of microphotographs due to the time-consuming nature of the petrographic analyses. It is also possible to propose new classification systems for different rock types based on various petrographic characteristics, including grain compactness, aspect ratio, circularity, etc.

23 May 2025 in Transportation Infrastructure Geotechnology
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SGSasan Ghorbani
Sasan Ghorbani
ABAli Bameri
Ali Bameri