Modeling the Resilience of Power Distribution Systems Subjected to Extreme Winds Considering Tree Failures: An Integrated Framework von Hou, Guangyang, Muraleetharan, Kanthasamy K.

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Seismic Response of Pile Foundations in Clayey Soil Deposits Considering Soil Suction Changes Caused by Soil–Atmospheric Interactions von Shojaeian, Ali, Bounds, Tommy, Muraleetharan, Kanthasamy K., Miller, Gerald

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Stress-Based Model for Interpreting Shear Wave Velocity from Seismic Cone Penetration Tests in Unsaturated Soil von Abuawad, Tareq, Miller, Gerald A, Muraleetharan, Kanthasamy K

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Seismic behavior of pile foundations in unsaturated soils von Shojaeian, Ali, Sivakumaran, Sumangali, Muraleetharan, Kanthasamy K.

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Coupled Hydro-Mechanical Elastoplastic Constitutive Model for Unsaturated Sands and Silts. I: Formulation von Liu, Chunyang, Muraleetharan, Kanthasamy K

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Dynamics of unsaturated soils using various finite element formulations von Ravichandran, Nadarajah, Muraleetharan, Kanthasamy K.

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Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay von Shojaeian, Ali, Sivakumaran, Sumangali, Muraleetharan, Kanthasamy K.

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Computational implementation of bounding surface model and its verification through cavity benchmark problems von Chen, Shengli, Abousleiman, Younane, Muraleetharan, Kanthasamy K.

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Coupled Hydro-Mechanical Elastoplastic Constitutive Model for Unsaturated Sands and Silts. II: Integration, Calibration, and Validation von Liu, Chunyang, Muraleetharan, Kanthasamy K

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Resilience assessment and enhancement evaluation of power distribution systems subjected to ice storms von Hou, Guangyang, Muraleetharan, Kanthasamy K., Panchalogaranjan, Vinushika, Moses, Paul, Javid, Amir, Al-Dakheeli, Hussein, Bulut, Rifat, Campos, Richard, Harvey, P. Scott, Miller, Gerald, Boldes, Kirby, Narayanan, Maha

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An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils von Muraleetharan, Kanthasamy K., Liu, Chunyang, Wei, Changfu, Kibbey, Tohren C.G., Chen, Lixia

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A continuum theory of porous media saturated by multiple immiscible fluids: I. Linear poroelasticity von Wei, Changfu, Muraleetharan, Kanthasamy K.

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Liquefaction of Unsaturated Sands von Zhang, Bo, Muraleetharan, Kanthasamy K, Liu, Chunyang

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Analysis of Laterally Loaded Pile Groups in Improved Soft Clay von Taghavi, Amirata, Muraleetharan, Kanthasamy K

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Lateral Movements of Bridge Embankments on Soft Soils: A Case Study Inspired Investigation von Bounds, Tommy D., Muraleetharan, Kanthasamy K., Miller, Gerald A.

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Implementation of a hydromechanical elastoplastic constitutive model for fully coupled dynamic analysis of unsaturated soils and its validation using centrifuge test results von Zhang, Bo, Muraleetharan, Kanthasamy K.

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Liquefaction of Level Ground Unsaturated Sand Deposits Using a Validated Fully Coupled Analysis Procedure von Zhang, Bo, Muraleetharan, Kanthasamy K

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Nonlinear seismic behavior of pile groups in cement-improved soft clay von Taghavi, Amirata, Muraleetharan, Kanthasamy K., Miller, Gerald A.

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Centrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay von Taghavi, Amirata, Muraleetharan, Kanthasamy K, Miller, Gerald A, Cerato, Amy B

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Closure to “Excessive Approach Pavement Pressure against Conventional Bridges” von Bounds, Tommy D., Muraleetharan, Kanthasamy K., Miller, Gerald, Zhang, Bo, Taghavi, Amirata, Bright, Zachary, Peters, Walter L., Floyd, Royce W., Volz, Jeff

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