Sai K. Vanapalli 
- (2024): A Rigorous Approach to Enhance the Slope Stability of Coal Ash Embankments against Extreme Rainfall Events. In: International Journal of Geomechanics, v. 24, n. 11 (November 2024).
- (2022): Analysis of deformation and leakage performance of Xiluodu reservoir dam foundation using a coupled two-factor stress-deformation-seepage model. In: Engineering Geology, v. 310 (Dezember 2022).
- (2024): Mechanical Behavior of Pile Foundations Associated with Water Infiltration in Unsaturated Collapsible Soils. In: International Journal of Geomechanics, v. 24, n. 6 (Juni 2024).
- (2023): Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method. In: International Journal of Geomechanics, v. 23, n. 7 (Juli 2023).
- (2023): Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils. In: International Journal of Geomechanics, v. 23, n. 5 (Mai 2023).
- (2023): Bearing Capacity of Annulus Stone Column Double-Encapsulated with Geotextiles. In: International Journal of Geomechanics, v. 23, n. 2 (Februar 2023).
- (2022): Mechanical Behavior of Piles in Typical Unsaturated Expansive and Collapsible Soils Upon Water Infiltration. In: Frontiers in Built Environment, v. 8 (Februar 2022).
- (2021): Freeze-thaw and wetting-drying effects on the hydromechanical behavior of a stabilized expansive soil. In: Construction and Building Materials, v. 275 (März 2021).
- (2022): Modified Shear Displacement Method for Analysis of Piles in Unsaturated Expansive Soils Considering Influence of Environmental Factors. In: International Journal of Geomechanics, v. 22, n. 6 (Juni 2022).
- (2021): Mechanical behavior of a floating model pile in unsaturated expansive soil associated with water infiltration: Laboratory investigations and numerical simulations. In: Soils and Foundations, v. 61, n. 4 (August 2021).
- (2013): Interpretation of the Bearing Capacity of Unsaturated Fine-Grained Soil Using the Modified Effective and the Modified Total Stress Approaches. In: International Journal of Geomechanics, v. 13, n. 6 (Dezember 2013).
- (2016): State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils. In: International Journal of Geomechanics, v. 16, n. 4 (August 2016).
- (2016): Modeling Behavior of Friction Pile in Compacted Glacial Till. In: International Journal of Geomechanics, v. 16, n. 6 (Dezember 2016).
- (2018): Simulating Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study. In: International Journal of Geomechanics, v. 18, n. 6 (Juni 2018).
- (2018): Simple Method for Prediction of the Soil Collapse Behavior due to Wetting. In: International Journal of Geomechanics, v. 18, n. 11 (November 2018).
- (2018): Modeling the stress versus settlement behavior of shallow foundations in unsaturated cohesive soils extending the modified total stress approach. In: Soils and Foundations, v. 58, n. 2 (April 2018).
- (2018): Characterizing cyclic and static moduli and strength of compacted pavement subgrade soils considering moisture variation. In: Soils and Foundations, v. 58, n. 5 (Oktober 2018).
- (2019): Prediction of lateral swelling pressure behind retaining structure with expansive soil as backfill. In: Soils and Foundations, v. 59, n. 1 (Februar 2019).
- (2014): Elasticity moduli of expansive soils from dimensional analysis. In: Geotechnical Research, v. 1, n. 2 (Juni 2014).
- (2016): Experimental Evaluation of Engineering Properties of GFRP Screw Anchors for Anchoring Applications. In: Journal of Materials in Civil Engineering (ASCE), v. 28, n. 7 (Juli 2016).
- (2011): Advances in Instrumentation and Monitoring in Geotechnical Engineering. In: Advances in Civil Engineering, v. 2011 ( 2011).
- (2006): Volume Change Behaviors of Expansive Soils Stabilized with Recycled Ashes and Fibers. In: Journal of Materials in Civil Engineering (ASCE), v. 18, n. 2 (April 2006).
Structurae kooperiert mit
