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Cited article:
Mourad Karray , Mohamed Chekired
E3S Web Conf., 92 (2019) 02014
Published online: 2019-06-25
This article has been cited by the following article(s):
5 articles
Comparison between constant-volume and fully undrained cyclic simple shear tests using the strain-based energy concept
Betegard Jeudy, Ibrahim Lashin and Mourad Karray Soil Dynamics and Earthquake Engineering 198 109628 (2025) https://doi.org/10.1016/j.soildyn.2025.109628
Laboratory Measurement of Permeability in Postseismic Flow
Aya Bayoumi, Mohamed Chekired and Mourad Karray International Journal of Geomechanics 23 (3) (2023) https://doi.org/10.1061/IJGNAI.GMENG-7715
Specimens size effect D/H on cyclic behaviour and liquefaction potential of clean sand
Samaneh Amipour, Marwan Khashila, Aya Bayoumi, Mourad Karray and Mohamed Chekired Acta Geotechnica 17 (5) 2047 (2022) https://doi.org/10.1007/s11440-021-01339-x
Liquefaction resistance from cyclic simple and triaxial shearing: a comparative study
Marwan Khashila, Mahmoud N. Hussien, Mourad Karray and Mohamed Chekired Acta Geotechnica 16 (6) 1735 (2021) https://doi.org/10.1007/s11440-020-01104-6
On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes
Marwan Khashila, Mahmoud N. Hussien, Mohamed Chekired and Mourad Karray International Journal of Geomechanics 21 (8) (2021) https://doi.org/10.1061/(ASCE)GM.1943-5622.0002085