Mohamed Chekired
- Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests. In: Soil Dynamics and Earthquake Engineering, v. 173 (October 2023). (2023):
- Laboratory Measurement of Permeability in Postseismic Flow. In: International Journal of Geomechanics, v. 23, n. 3 (March 2023). (2023):
- Numerical modeling of 2D hygro-thermal transport in unsaturated concrete with capillary suction. In: Journal of Building Engineering, v. 45 (January 2022). (2022):
- On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes. In: International Journal of Geomechanics, v. 21, n. 8 (August 2021). (2021):
- 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). (2017):
- Assessment of Conventional Interpretation Methods of RC Results Based on 3D Numerical Simulations. In: International Journal of Geomechanics, v. 18, n. 12 (December 2018). (2018):
- 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). (2019):
- Experimental assessment of the effect of particle characteristics on rheological properties of model mortar. In: Construction and Building Materials, v. 151 (October 2017). (2017):
- Toward the prediction of rheological properties of self-consolidating concrete as diphasic material. In: Construction and Building Materials, v. 195 (January 2019). (2019):