Mohamed Chekired
- (2023): Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023).
- (2023): Laboratory Measurement of Permeability in Postseismic Flow. In: International Journal of Geomechanics, v. 23, n. 3 (März 2023).
- (2022): Numerical modeling of 2D hygro-thermal transport in unsaturated concrete with capillary suction. In: Journal of Building Engineering, v. 45 (Januar 2022).
- (2021): On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes. In: International Journal of Geomechanics, v. 21, n. 8 (August 2021).
- (2017): Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression. In: International Journal of Geomechanics, v. 17, n. 9 (September 2017).
- (2018): Assessment of Conventional Interpretation Methods of RC Results Based on 3D Numerical Simulations. In: International Journal of Geomechanics, v. 18, n. 12 (Dezember 2018).
- (2019): An intelligent hybrid system for predicting the tortuosity of the pore system of fly ash concrete. In: Construction and Building Materials, v. 205 (April 2019).
- (2017): Experimental assessment of the effect of particle characteristics on rheological properties of model mortar. In: Construction and Building Materials, v. 151 (Oktober 2017).
- (2019): Toward the prediction of rheological properties of self-consolidating concrete as diphasic material. In: Construction and Building Materials, v. 195 (Januar 2019).
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