Ahmad Fahimifar 
- (2024): Experimental and numerical analysis of tunnel primary support using recycled, and hybrid fiber reinforced shotcrete. In: Structures, v. 63 (May 2024).
- (2024): Shear modulus prediction of landfill components using novel machine learners hybridized with forensic-based investigation optimization. In: Construction and Building Materials, v. 411 (January 2024).
- (2023): Analytical and Numerical Solutions for the Effect of Seepage on the Bearing Capacity of Rock Masses. In: International Journal of Civil Engineering, v. 21, n. 9 (May 2023).
- (2022): Improving the Geotechnical Properties of Recycled Non-Selected Construction Waste Using Geogrid Reinforcement. In: International Journal of Civil Engineering, v. 21, n. 4 (22 December 2022).
- (2021): Evaluation of fiber-reinforced and cement-stabilized rammed-earth composite under cyclic loading. In: Construction and Building Materials, v. 296 (August 2021).
- (2021): Three-Dimensional Face Stability Analysis of Deep and Shallow Tunnels in Rock Masses. In: International Journal of Geomechanics, v. 21, n. 10 (October 2021).
- (2015): Elastic–Brittle–Plastic Analysis of Circular Deep Underwater Cavities in a Mohr-Coulomb Rock Mass Considering Seepage Forces. In: International Journal of Geomechanics, v. 15, n. 5 (October 2015).
- (2016): Practical Method for the Design of Pretensioned Fully Grouted Rockbolts in Tunnels. In: International Journal of Geomechanics, v. 16, n. 1 (February 2016).
- (2015): Analysis of non-linear strain-softening behaviour around tunnels. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 1 (February 2015).
- (2020): An investigation on the correlation between the joint roughness coefficient (JRC) and joint roughness parameters. In: Construction and Building Materials, v. 259 (October 2020).
- (2015): Modifications to an elasto-visco-plastic constitutive model for prediction of creep deformation of rock samples. In: Soils and Foundations, v. 55, n. 6 (December 2015).
- (2020): Experimental investigation of non-stabilized and cement-stabilized rammed earth reinforcement by Waste Tire Textile Fibers (WTTFs). In: Construction and Building Materials, v. 260 (November 2020).
- (2016): A simplified solution for stresses around lined pressure tunnels considering non-radial symmetrical seepage flow. In: KSCE Journal of Civil Engineering, v. 20, n. 7 (January 2016).
- (2016): Rahbin: A quadcopter unmanned aerial vehicle based on a systematic image processing approach toward an automated asphalt pavement inspection. In: Automation in Construction, v. 72 (December 2016).
- (2016): Analytical solutions for the stresses and deformations of deep tunnels in an elastic-brittle-plastic rock mass considering the damaged zone. In: Tunnelling and Underground Space Technology, v. 58 (September 2016).
- (2005): A theoretical approach for analysis of the interaction between grouted rockbolts and rock masses. In: Tunnelling and Underground Space Technology, v. 20, n. 4 (July 2005).
- (2010): Analytical solution for the excavation of circular tunnels in a visco-elastic Burger's material under hydrostatic stress field. In: Tunnelling and Underground Space Technology, v. 25, n. 4 (July 2010).
- (2009): Analytical approach for the design of active grouted rockbolts in tunnel stability based on convergence-confinement method. In: Tunnelling and Underground Space Technology, v. 24, n. 4 (July 2009).
- (2014): A new elasto-plastic solution for analysis of underwater tunnels considering strain-dependent permeability. In: Structure and Infrastructure Engineering, v. 10, n. 11 (October 2014).
- (2014): Effect of seepage forces on circular openings excavated in Hoek–Brown rock mass based on a generalised effective stress principle. In: European Journal of Environmental and Civil Engineering, v. 18, n. 5 (March 2014).
- (2014): An elasto-plastic model for underwater tunnels considering seepage body forces and strain-softening behaviour. In: European Journal of Environmental and Civil Engineering, v. 19, n. 2 (July 2014).
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