- Seismic Stability Evaluation of Landfill Veneer Cover Systems Using Modified Pseudo-Dynamic Method. Dans: Journal of Earthquake Engineering. :
- Component and System Reliability Assessment of Landfill Cover Systems Using Pseudostatic and Pseudodynamic Methods. Dans: International Journal of Geomechanics, v. 24, n. 11 (novembre 2024). (2024):
- Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer. Dans: International Journal of Geomechanics, v. 24, n. 2 (février 2024). (2024):
- Rainfall-Induced Probability of Failure in Spatially Variable Soil Slopes and a Case Study of the Konkan Railway Slope Failure. Dans: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 10, n. 1 (mars 2024). (2024):
- Leachate Pressure Effect on a System Reliability–Based Design of Reinforced Soil Walls for a Vertical Expansion of MSW Landfills. Dans: International Journal of Geomechanics, v. 23, n. 4 (avril 2023). (2023):
- (2022): Coupled Effect of Granite Sand and Calcium Lignosulphonate on the Strength Behavior of Cohesive Soil. Dans: Buildings, v. 12, n. 10 (20 septembre 2022).
- Optimum Design of Unsaturated Finite Clayey Slopes Using Second-Order Reliability Method. Dans: International Journal of Geomechanics, v. 23, n. 2 (février 2023). (2023):
- Target Reliability-Based Design of Embankments Using Biopolymer-Modified Cohesive Soil. Dans: International Journal of Geomechanics, v. 22, n. 8 (août 2022). (2022):
- Variability Characterization of SWCC for Clay and Silt and Its Application to Infinite Slope Reliability. Dans: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 8 (août 2021). (2021):
- Optimum Design of Cantilever Retaining Walls Using Target Reliability Approach. Dans: International Journal of Geomechanics, v. 8, n. 4 (juillet 2008). (2008):
- Seismic Rotational Displacements of Gravity Walls by Pseudodynamic Method with Curved Rupture Surface. Dans: International Journal of Geomechanics, v. 10, n. 3 (juin 2010). (2010):
- Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes. Dans: International Journal of Geomechanics, v. 21, n. 4 (avril 2021). (2021):
- Effect of Fines Content on the Hysteretic Behavior of Water-Retention Characteristic Curves of Reconstituted Soils. Dans: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 4 (avril 2020). (2020):
- Reliability-based load and resistance factor design approach for external seismic stability of reinforced soil walls. Dans: Soil Dynamics and Earthquake Engineering, v. 60 (mai 2014). (2014):
- Reliability assessment of internal stability of reinforced soil structures: A pseudo-dynamic approach. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 5 (mai 2010). (2010):
- Computation of sliding displacements of bridge abutments by pseudo-dynamic method. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 1 (janvier 2009). (2009):
- Optimum Design of Bridge Abutments Under High Seismic Loading Using Modified Pseudo-Static Method. Dans: Journal of Earthquake Engineering, v. 14, n. 6 ( 2010). (2010):
- Optimum Design of Bridge Abutments under Seismic Conditions: Reliability-Based Approach. Dans: Journal of Bridge Engineering (ASCE), v. 15, n. 2 (mars 2010). (2010):
- Target Reliability Approach to Study the Effect of Fiber Reinforcement on UCS Behavior of Lime Treated Semiarid Soil. Dans: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 6 (juin 2017). (2017):