Search Results - Asghari-Kaljahi, Ebrahim

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  1. 1
    Discontinuous rock slope stability analysis by limit equilibrium approaches - a review

    Discontinuous rock slope stability analysis by limit equilibrium approaches - a review by Azarafza, Mohammad, Akgün, Haluk, Ghazifard, Akbar, Asghari-Kaljahi, Ebrahim, Rahnamarad, Jafar, Derakhshani, Reza

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  2. 2
    General assessment of soil liquefaction risk using FAHP in the large projects (case study: Tabriz metro line 2)

    General assessment of soil liquefaction risk using FAHP in the large projects (case study: Tabriz metro line 2) by Babazadeh, Reza, Asghari-Kaljahi, Ebrahim

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  3. 3
    Application of fuzzy expert decision-making system for rock slope block-toppling modeling and assessment: a case study

    Application of fuzzy expert decision-making system for rock slope block-toppling modeling and assessment: a case study by Azarafza, Mohammad, Asghari-Kaljahi, Ebrahim, Ghazifard, Akbar, Akgün, Haluk

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  4. 4
    Engineering geological properties of the pyroclastic cone-shaped rocky houses of Kandovan, Iran

    Engineering geological properties of the pyroclastic cone-shaped rocky houses of Kandovan, Iran by Asghari Kaljahi, Ebrahim, Amini Birami, Farideh

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  5. 5
    Geological–geotechnical risk in the use of EPB-TBM, case study: Tabriz Metro, Iran

    Geological–geotechnical risk in the use of EPB-TBM, case study: Tabriz Metro, Iran by Mohammadi, S. D., Firuzi, M., Asghari Kaljahi, E.

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  6. 6
    Assessment of discontinuous rock slope stability with block theory and numerical modeling: a case study for the South Pars Gas Complex, Assalouyeh, Iran

    Assessment of discontinuous rock slope stability with block theory and numerical modeling: a case study for the South Pars Gas Complex, Assalouyeh, Iran by Azarafza, Mohammad, Asghari-Kaljahi, Ebrahim, Akgün, Haluk

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  7. 7
    Landslide susceptibility assessment of South Pars Special Zone, southwest Iran

    Landslide susceptibility assessment of South Pars Special Zone, southwest Iran by Azarafza, Mohammad, Ghazifard, Akbar, Akgün, Haluk, Asghari-Kaljahi, Ebrahim

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  8. 8
    Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method

    Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method by Azarafza, Mohammad, Asghari-Kaljahi, Ebrahim, Akgün, Haluk

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  9. 9
    Development of a 2D and 3D computational algorithm for discontinuity structural geometry identification by artificial intelligence based on image processing techniques

    Development of a 2D and 3D computational algorithm for discontinuity structural geometry identification by artificial intelligence based on image processing techniques by Azarafza, Mohammad, Ghazifard, Akbar, Akgün, Haluk, Asghari-Kaljahi, Ebrahim

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  10. 10
    Stochastic geometry model of rock mass fracture network in tunnels

    Stochastic geometry model of rock mass fracture network in tunnels by Azarafza, Mohammad, Akgun, Haluk, Asghari-Kaljahi, Ebrahim

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  11. 11
    Correlations of SPT, CPT and pressuremeter test data in alluvial soils. Case study: Tabriz Metro Line 2, Iran

    Correlations of SPT, CPT and pressuremeter test data in alluvial soils. Case study: Tabriz Metro Line 2, Iran by Firuzi, Mahnaz, Asghari-Kaljahi, Ebrahim, Akgün, Haluk

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  12. 12
    Effect of fine material content on the CBR of Iran saturated soils

    Effect of fine material content on the CBR of Iran saturated soils by Pasand, Seyed Ali, Nasrollahi, Nasim, Asghari-Kaljahi, Ebrahim, Majidian, Sina

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  13. 13
    Relationships between geological formations and groundwater chemistry and their effects on the concrete lining of tunnels (case study: Tabriz metro line 2)

    Relationships between geological formations and groundwater chemistry and their effects on the concrete lining of tunnels (case study: Tabriz metro line 2) by Ghobadi, Mohammad Hossein, Firuzi, Mahnaz, Asghari-Kaljahi, Ebrahim

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  14. 14
    Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina

    Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina by Alipour, Rasoul, Heshmati R, Ali Akbar, Karimiazar, Jafar, Esazadefar, Narges, Asghari-Kaljahi, Ebrahim, Bahmani, Sayed Hessam

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