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Kazem Fakharian ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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. In: International Journal of Geomechanics, v. 24, n. 9 (September 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. In: International Journal of Geomechanics, v. 24, n. 3 (March 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. In: International Journal of Geomechanics, v. 22, n. 7 (July 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. In: International Journal of Geomechanics, v. 14, n. 6 (December 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. In: International Journal of Geomechanics, v. 17, n. 10 (October 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. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 1 (February 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. In: Soil Dynamics and Earthquake Engineering, v. 141 (February 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. In: Soils and Foundations, v. 38, n. 2 (June 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. In: Soils and Foundations, v. 54, n. 2 (April 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. In: Soil Dynamics and Earthquake Engineering, v. 140 (January 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. In: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 4 (April 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. In: International Journal of Civil Engineering, v. 17, n. 12 (December 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. In: International Journal of Civil Engineering, v. 16, n. 4 (January 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. In: International Journal of Civil Engineering, v. 14, n. 4 (May 2016).

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

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