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    Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 011:;page 04024106-1
    Author(s): Ali Shojaeian; Sumangali Sivakumaran; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: Several ground improvement techniques, which have been proven to be effective and economical solutions for increasing the lateral stiffness and strength of weak soils around piles, can often result in unnecessarily ...
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    Analysis of Laterally Loaded Pile Groups in Improved Soft Clay 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author(s): Amirata Taghavi; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: The use of p-multipliers in the analysis of the lateral loading behavior of pile groups is based on the concept of modifying the single-pile p-y curve to obtain the p-y curve for a pile in a group. The p-multipliers account ...
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    Closure to “<i>Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: II</i>” by Kandiah Arulanandan and Kanthasamy K. Muraleetharan (July, 1988, Vol. 114, No. 7) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Kandiah Arulanandan; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
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    Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: I 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): Kandiah Arulanandan; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: Based on Maxwell's pioneering work, on the electrical conduction through heterogeneous media a fundamental approach utilizing the electrical properties of soils to characterize their grain (particle shape) and aggregate ...
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    Level Ground Soil‐Liquefaction Analysis Using in Situ Properties: II 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): Kandiah Arulanandan; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: Current methods for level ground soil‐liquefaction analysis involve the use of a stress ratio required to cause liquefaction obtained from laboratory testing of small element samples. Limited field evidence and considerable ...
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    Coupled Hydro-Mechanical Elastoplastic Constitutive Model for Unsaturated Sands and Silts. I: Formulation 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): Chunyang Liu; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: Unsaturated soils are three-phase porous media consisting of a solid skeleton, pore water, and pore air. The behavior of unsaturated soils is strongly influenced by the matric suction (pore air pressure minus the pore water ...
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    Coupled Hydro-Mechanical Elastoplastic Constitutive Model for Unsaturated Sands and Silts. II: Integration, Calibration, and Validation 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): Chunyang Liu; Kanthasamy K. Muraleetharan
    Publisher: American Society of Civil Engineers
    Abstract: Following the comprehensive model formulation given in Part I, a fully implicit integration procedure for the rate equations using a closest point projection method is presented in this paper. The stress-update algorithm ...
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    Liquefaction of Level Ground Unsaturated Sand Deposits Using a Validated Fully Coupled Analysis Procedure 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    Author(s): Zhang Bo;Muraleetharan Kanthasamy K.
    Publisher: American Society of Civil Engineers
    Abstract: Liquefaction of unsaturated sands has been observed in laboratory tests and in the field. A comprehensive investigation of unsaturated sand deposits subjected to seismic loading, especially using validated computational ...
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    Seismic Response of Soil Deposits in San Francisco Marina District 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): Kandiah Arulanandan; Kanthasamy K. Muraleetharan; Chelvarajah Yogachandran
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an application of the effective stress based, fully coupled, nonlinear numerical procedure DYSAC2 and the total stress-based, equivalent-linear procedure SHAKE to the analysis of the seismic response ...
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    Liquefaction of Unsaturated Sands 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Bo Zhang; Kanthasamy K. Muraleetharan; Chunyang Liu
    Publisher: American Society of Civil Engineers
    Abstract: Recent laboratory tests and field observations have revealed that unsaturated sands are susceptible to liquefaction. Systematic investigation of liquefaction potential of unsaturated sands is, however, lacking. In this ...
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