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Kanthasamy K. Muraleetharan ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. 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. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 38, n. 1 (février 2024).

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

  2. 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. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 36, n. 4 (août 2022).

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

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

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

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

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

  5. 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. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016).

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

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

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

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

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

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

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

  9. 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. Dans: Journal of Professional Issues in Engineering Education and Practice, v. 138, n. 4 (octobre 2012).

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

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

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

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

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

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