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Sai K. Vanapalli ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Zhou, Zhifang / Zhou, Ziwen / Li, Yabing / Vanapalli, Sai K. / Huang, Hailong (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).

    https://doi.org/10.1016/j.enggeo.2022.106871

  2. Liu, Yunlong / Jiang, Shipeng / Vanapalli, Sai K. / Li, Jiajia (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).

    https://doi.org/10.1061/ijgnai.gmeng-9279

  3. Cheng, Xinting / Vanapalli, Sai K. (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).

    https://doi.org/10.1061/ijgnai.gmeng-7965

  4. Yang, Xiuhan / Vanapalli, Sai K. (2023): Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils. In: International Journal of Geomechanics, v. 23, n. 5 (Mai 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7934

  5. Abid, Mohammed Shakeel / Rathod, Deendayal / Vanapalli, Sai K. (2023): Bearing Capacity of Annulus Stone Column Double-Encapsulated with Geotextiles. In: International Journal of Geomechanics, v. 23, n. 2 (Februar 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7817

  6. Liu, Yunlong / Vanapalli, Sai K. / Jiang, Shipeng (2022): Mechanical Behavior of Piles in Typical Unsaturated Expansive and Collapsible Soils Upon Water Infiltration. In: Frontiers in Built Environment, v. 8 (Februar 2022).

    https://doi.org/10.3389/fbuil.2022.864421

  7. Ding, Lu-qiang / Vanapalli, Sai K. / Zou, Wei-Lie / Han, Zhong / Wang, Xie-Qun (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).

    https://doi.org/10.1016/j.conbuildmat.2020.122162

  8. Liu, Yunlong / Vanapalli, Sai K. (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).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002320

  9. Liu, Yunlong / Vanapalli, Sai K. (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).

    https://doi.org/10.1016/j.sandf.2021.06.004

  10. Oh, Won Taek / Vanapalli, Sai K. (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).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000263

  11. Han, Zhong / Vanapalli, Sai K. (2016): State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils. In: International Journal of Geomechanics, v. 16, n. 4 (August 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000631

  12. Han, Zhong / Vanapalli, Sai K. / Kutlu, Zehra Nil (2016): Modeling Behavior of Friction Pile in Compacted Glacial Till. In: International Journal of Geomechanics, v. 16, n. 6 (Dezember 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000659

  13. Qi, Shunchao / Vanapalli, Sai K. (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).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001106

  14. Li, Ping / Vanapalli, Sai K. (2018): Simple Method for Prediction of the Soil Collapse Behavior due to Wetting. In: International Journal of Geomechanics, v. 18, n. 11 (November 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001285

  15. Oh, Won Taek / Vanapalli, Sai K. (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).

    https://doi.org/10.1016/j.sandf.2018.02.008

  16. Han, Zhong / Vanapalli, Sai K. / Ren, Jun-ping / Zou, Wei-Lie (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).

    https://doi.org/10.1016/j.sandf.2018.06.003

  17. Liu, Yunlong / Vanapalli, Sai K. (2019): Prediction of lateral swelling pressure behind retaining structure with expansive soil as backfill. In: Soils and Foundations, v. 59, n. 1 (Februar 2019).

    https://doi.org/10.1016/j.sandf.2018.10.003

  18. Adem, Hana H. / Vanapalli, Sai K. (2014): Elasticity moduli of expansive soils from dimensional analysis. In: Geotechnical Research, v. 1, n. 2 (Juni 2014).

    https://doi.org/10.1680/gr.14.00006

  19. Zou, Wei-Lie / Wang, Xie-Qun / Vanapalli, Sai K. (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).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001471

  20. Singh, D. N. / Sivakugan, Nagaratnam / Vanapalli, Sai K. (2011): Advances in Instrumentation and Monitoring in Geotechnical Engineering. In: Advances in Civil Engineering, v. 2011 ( 2011).

    https://doi.org/10.1155/2011/871406

  21. Punthutaecha, Koonnamas / Puppala, Anand J. / Vanapalli, Sai K. / Inyang, Hilary (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).

    https://doi.org/10.1061/(asce)0899-1561(2006)18:2(295)

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