- Rainfall-Induced Probability of Failure in Spatially Variable Soil Slopes and a Case Study of the Konkan Railway Slope Failure. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 10, n. 1 (März 2024). (2024):
- Optimum Design of Unsaturated Finite Clayey Slopes Using Second-Order Reliability Method. In: International Journal of Geomechanics, v. 23, n. 2 (Februar 2023). (2023):
- Variability Characterization of SWCC for Clay and Silt and Its Application to Infinite Slope Reliability. In: Journal of Materials in Civil Engineering (ASCE), v. 33, n. 8 (August 2021). (2021):
- Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes. In: International Journal of Geomechanics, v. 21, n. 4 (April 2021). (2021):
- Heave and pullout studies of geogrid-encased granular pile-anchors in expansive clay beds. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 175, n. 4 (Dezember 2022). (2022):
- Improving expansive clay beds with granular pile anchors (GPAs) and geogrid-encased GPAs. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 173, n. 4 (November 2020). (2020):
- Effect of Fines Content on the Hysteretic Behavior of Water-Retention Characteristic Curves of Reconstituted Soils. In: Journal of Materials in Civil Engineering (ASCE), v. 32, n. 4 (April 2020). (2020):