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Ali Lakirouhani ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Lakirouhani, Ali / Abbasian, Mojgan / Medzvieckas, Jurgis / Kliukas, Romualdas (2024): The effect of relative density, granularity and size of geogrid apertures on the shear strength of the soil/geogrid interface. Dans: Journal of Civil Engineering and Management, v. 30, n. 8 (17 septembre 2024).

    https://doi.org/10.3846/jcem.2024.22236

  2. Asemi, Farhad / Lakirouhani, Ali / Nicksiar, Mohsen / Zohdi, Afshin (2024): A New Rock Brittleness Index Based on Crack Initiation and Crack Damage Stress Thresholds. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9151

  3. Lakirouhani, Ali / Jolfaei, Somaie (2023): Hydraulic Fracturing Breakdown Pressure and Prediction of Maximum Horizontal In Situ Stress. Dans: Advances in Civil Engineering, v. 2023 (février 2023).

    https://doi.org/10.1155/2023/8180702

  4. Lakirouhani, Ali / Ghorbannezhad, Sahar / Medzvieckas, Jurgis / Kliukas, Romualdas (2023): Failure analysis around oriented boreholes using an analytical model in different faulting stress regimes. Dans: Journal of Civil Engineering and Management, v. 29, n. 4 (13 mars 2023).

    https://doi.org/10.3846/jcem.2023.18854

  5. Bahrehdar, Mohammad / Lakirouhani, Ali (2023): Effect of Eccentricity on Breakout Propagation around Noncircular Boreholes. Dans: Advances in Civil Engineering, v. 2023 (février 2023).

    https://doi.org/10.1155/2023/6962648

  6. Zohravi, Sara Ebrahimi / Lakirouhani, Ali / Molladavoodi, Hamed / Medzvieckas, Jurgis / Kliukas, Romualdas (2022): A New Constitutive Model for the Time-dependent Behavior of Rocks With Consideration of Damage Parameter. Dans: Journal of Civil Engineering and Management, v. 28, n. 3 (24 février 2022).

    https://doi.org/10.3846/jcem.2022.16609

  7. Jolfaei, Somaie / Lakirouhani, Ali (2022): Sensitivity Analysis of Effective Parameters in Borehole Failure, Using Neural Network. Dans: Advances in Civil Engineering, v. 2022 (janvier 2022).

    https://doi.org/10.1155/2022/4958004

  8. Lakirouhani, Ali / Jafari, Reyhaneh / Hasanzadehshooiili, Hadi (2021): Three-Dimensional Finite Difference Analysis on the Ground-Sequential Tunneling-Superstructure Interaction. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).

    https://doi.org/10.1155/2021/9464225

  9. Lakirouhani, Ali / Bahrehdar, Mohammad / Medzvieckas, Jurgis / Kliukas, Romualdas (2021): Comparison of Predicted Failure Area Around the Boreholes in the Strike-Slip Faulting Stress Regime With Hoek-Brown and Fairhurst Generalized Criteria. Dans: Journal of Civil Engineering and Management, v. 27, n. 5 (27 mai 2021).

    https://doi.org/10.3846/jcem.2021.15020

  10. Lakirouhani, Ali / Asemi, Farhad / Zohdi, Afshin / Medzvieckas, Jurgis / Kliukas, Romualdas (2020): Physical Parameters, Tensile and Compressive Strength of Dolomite Rock Samples: Influence of Grain Size. Dans: Journal of Civil Engineering and Management, v. 26, n. 8 (5 novembre 2020).

    https://doi.org/10.3846/jcem.2020.13810

  11. Hasanzadehshooiili, Hadi / Lakirouhani, Ali / Medzvieckas, Jurgis (2012): Superiority of Artificial Neural Networks Over Statistical Methods in Prediction of the Optimal Length of Rock Bolts. Dans: Journal of Civil Engineering and Management, v. 18, n. 5 (septembre 2012).

    https://doi.org/10.3846/13923730.2012.724029

  12. Hasanzadehshooiili, Hadi / Lakirouhani, Ali / Medzvieckas, Jurgis (2012): Evaluating Elastic-plastic Behaviour of Rock Materials Using Hoek–brown Failure Criterion. Dans: Journal of Civil Engineering and Management, v. 18, n. 3 (juin 2012).

    https://doi.org/10.3846/13923730.2012.693535

  13. Ghorbani, Ali / Hasanzadehshooiili, Hadi / Šapalas, Antanas / Lakirouhani, Ali (2013): The Buckling of the steel liners of underground road structures: the sensitivity analysis of geometrical parameters. Dans: The Baltic Journal of Road and Bridge Engineering, v. 8, n. 4 (décembre 2013).

    https://doi.org/10.3846/bjrbe.2013.32

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