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Kazem Fakharian 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. Kaviani-Hamedani, Farzad / Fakharian, Kazem / Shirkavand, Danial / Khoshghalb, Arman / Shabani, Farid / Sooraki, Ali / Rezaie, Amirhossein (2024): Exploring the Effects of Initial Fabric Anisotropy due to Preshearing Stress History in Different Directions on the Undrained Behavior of Loose Sands. Dans: International Journal of Geomechanics, v. 24, n. 9 (septembre 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9574

  2. Khoshbakht, Saina / Fakharian, Kazem (2024): Numerical Investigation of the Load Movement and Ultimate Load of Energy Piles Embedded in Sand. Dans: International Journal of Geomechanics, v. 24, n. 3 (mars 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9006

  3. Fakharian, Kazem / Khanmohammadi, Mohammadreza (2022): Effect of OCR and Pile Diameter on Load Movement Response of Piles Embedded in Clay over Time. Dans: International Journal of Geomechanics, v. 22, n. 7 (juillet 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002419

  4. Fakharian, Kazem / Meskar, Mahmoud / Mohammadlou, Amir S. (2014): Effect of Surcharge Pressure on Pile Static Axial Load Test Results. Dans: International Journal of Geomechanics, v. 14, n. 6 (décembre 2014).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000310

  5. Lashkari, Ali / Karimi, Ali / Fakharian, Kazem / Kaviani-Hamedani, Farzad (2017): Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction. Dans: International Journal of Geomechanics, v. 17, n. 10 (octobre 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000958

  6. Fakharian, Kazem / Mehdizadeh, Amirhassan (2015): Investigation of field instrumentation in a preloading project. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 1 (février 2015).

    https://doi.org/10.1680/geng.13.00018

  7. Fakharian, Kazem / Ahmad, Ali (2021): Effect of anisotropic consolidation and rubber content on dynamic parameters of granulated rubber-sand mixtures. Dans: Soil Dynamics and Earthquake Engineering, v. 141 (février 2021).

    https://doi.org/10.1016/j.soildyn.2020.106531

  8. Evgin, Erman / Fakharian, Kazem (1998): Cyclic Rotational Simple-Shear Behaviour of Sand-Steel Interfaces. Dans: Soils and Foundations, v. 38, n. 2 (juin 1998).

    https://doi.org/10.3208/sandf.38.2_191

  9. Fakharian, Kazem / Feizee Masouleh, Shahram / Mohammadlou, Amir S. (2014): Comparison of end-of-drive and restrike signal matching analysis for a real case using continuum numerical modelling. Dans: Soils and Foundations, v. 54, n. 2 (avril 2014).

    https://doi.org/10.1016/j.sandf.2014.02.007

  10. Akbarimehr, Davood / Fakharian, Kazem (2021): Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus. Dans: Soil Dynamics and Earthquake Engineering, v. 140 (janvier 2021).

    https://doi.org/10.1016/j.soildyn.2020.106435

  11. Ahmad, Ali / Fakharian, Kazem (2020): Effect of Stress Rotation and Intermediate Stress Ratio on Monotonic Behavior of Granulated Rubber–Sand Mixtures. Dans: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 4 (avril 2020).

    https://doi.org/10.1061/(asce)mt.1943-5533.0003054

  12. Asghari Pari, Seyed Ali / Habibagahi, Ghassem / Ghahramani, Arsalan / Fakharian, Kazem (2018): Reliability-Based Calibration of Resistance Factors in LRFD Method for Driven Pile Foundations on Inshore Regions of Iran. Dans: International Journal of Civil Engineering, v. 17, n. 12 (décembre 2018).

    https://doi.org/10.1007/s40999-019-00443-0

  13. Khanmohammadi, Mohammadreza / Fakharian, Kazem (2018): Numerical Simulation of Soil Stress State Variations due to Mini-Pile Penetration in Clay. Dans: International Journal of Civil Engineering, v. 16, n. 4 (janvier 2018).

    https://doi.org/10.1007/s40999-016-0141-z

  14. Borhani, Ali / Fakharian, Kazem (2016): Effect of Particle Shape on Dilative Behavior and Stress Path Characteristics of Chamkhaleh Sand in Undrained Triaxial Tests. Dans: International Journal of Civil Engineering, v. 14, n. 4 (mai 2016).

    https://doi.org/10.1007/s40999-016-0048-8

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