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Kanthasamy K. Muraleetharan ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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. In: Journal of Performance of Constructed Facilities (ASCE), v. 38, n. 1 (February 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. In: Journal of Performance of Constructed Facilities (ASCE), v. 36, n. 4 (August 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. In: International Journal of Geomechanics, v. 12, n. 3 (June 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. In: International Journal of Geomechanics, v. 12, n. 3 (June 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. In: International Journal of Geomechanics, v. 16, n. 1 (February 2016).

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

  6. Zhang, Bo / Muraleetharan, Kanthasamy K. / Liu, Chunyang (2016): Liquefaction of Unsaturated Sands. In: International Journal of Geomechanics, v. 16, n. 6 (December 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. In: International Journal of Geomechanics, v. 17, n. 4 (April 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. In: International Journal of Geomechanics, v. 18, n. 10 (October 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. In: Journal of Professional Issues in Engineering Education and Practice, v. 138, n. 4 (October 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. In: Soil Dynamics and Earthquake Engineering, v. 99 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 90 (November 2016).

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

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