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Kanthasamy K. Muraleetharan ORCID

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

  1. Bounds, Tommy D. / Muraleetharan, Kanthasamy K. / Miller, Gerald A. (2021): Lateral Movements of Bridge Embankments on Soft Soils: A Case Study Inspired Investigation. In: Geotechnical and Geological Engineering, v. 42, n. 1 (Juli 2021).

    https://doi.org/10.1007/s10706-023-02559-6

  2. Bounds, Tommy D. / Muraleetharan, Kanthasamy K. / Miller, Gerald A. / Zhang, Bo / Taghavi, Amirata / Bright, Zachary / Peters, Walter L. / Floyd, Royce W. / Volz, Jeffery (2024): Excessive Approach Pavement Pressure against Conventional Bridges. In: Journal of Performance of Constructed Facilities (ASCE), v. 38, n. 1 (Februar 2024).

    https://doi.org/10.1061/jpcfev.cfeng-4518

  3. Muraleetharan, Kanthasamy K. / Taghavi, Amirata / Bounds, Tommy D. / Miller, Gerald A. / Zhang, Bo / Peters, Walter L. / Floyd, Royce W. (2022): Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study. In: Journal of Performance of Constructed Facilities (ASCE), v. 36, n. 4 (August 2022).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001742

  4. Liu, Chunyang / Muraleetharan, Kanthasamy K. (2012): Coupled Hydro-Mechanical Elastoplastic Constitutive Model for Unsaturated Sands and Silts. II: Integration, Calibration, and Validation. In: International Journal of Geomechanics, v. 12, n. 3 (Juni 2012).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000147

  5. Liu, Chunyang / Muraleetharan, Kanthasamy K. (2012): Coupled Hydro-Mechanical Elastoplastic Constitutive Model for Unsaturated Sands and Silts. I: Formulation. In: International Journal of Geomechanics, v. 12, n. 3 (Juni 2012).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000146

  6. Ravichandran, Nadarajah / Muraleetharan, Kanthasamy K. / Taylor, Lee M. / Mish, Kyran D. (2016): Uniform Gradient Element Formulation with Hourglass Control Scheme for Solving Fully Coupled Finite-Element Equations for Saturated Soils. In: International Journal of Geomechanics, v. 16, n. 1 (Februar 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000490

  7. Zhang, Bo / Muraleetharan, Kanthasamy K. / Liu, Chunyang (2016): Liquefaction of Unsaturated Sands. In: International Journal of Geomechanics, v. 16, n. 6 (Dezember 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000605

  8. Taghavi, Amirata / Muraleetharan, Kanthasamy K. (2017): Analysis of Laterally Loaded Pile Groups in Improved Soft Clay. In: International Journal of Geomechanics, v. 17, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000795

  9. Zhang, Bo / Muraleetharan, Kanthasamy K. (2018): Liquefaction of Level Ground Unsaturated Sand Deposits Using a Validated Fully Coupled Analysis Procedure. In: International Journal of Geomechanics, v. 18, n. 10 (Oktober 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001230

  10. Cerato, Amy B. / Taghavi, Amirata / Muraleetharan, Kanthasamy K. / Miller, Gerald A. (2012): Educational Module to Demonstrate the Seismic Behavior of Piles in Improved and Unimproved Soft Soils. In: Journal of Professional Issues in Engineering Education and Practice, v. 138, n. 4 (Oktober 2012).

    https://doi.org/10.1061/(asce)ei.1943-5541.0000112

  11. Taghavi, Amirata / Muraleetharan, Kanthasamy K. / Miller, Gerald A. (2017): Nonlinear seismic behavior of pile groups in cement-improved soft clay. In: Soil Dynamics and Earthquake Engineering, v. 99 (August 2017).

    https://doi.org/10.1016/j.soildyn.2017.05.019

  12. Wang, Zhe / Yang, Yunming / Yu, Hai-Sui / Muraleetharan, Kanthasamy K. (2016): Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation. In: Soil Dynamics and Earthquake Engineering, v. 90 (November 2016).

    https://doi.org/10.1016/j.soildyn.2016.09.004

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