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    Dielectric Method for Prediction of Porosity of Saturated Soil 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): K. Arulanandan
    Publisher: American Society of Civil Engineers
    Abstract: The electromagnetic theory of Maxwell‐Fricke for the electrical conduction through heterogeneous media is extended to develop a theoretical relationship for fluid‐saturated porous media, accounting for the orientation of ...
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    Closure to “Centrifuge Study on Volume Changes and Dynamic Stability of Earth Dams” by K. Arulanandan, H. B. Seed, C. Yogachandran, K. K. Muraleetharan, R. B. Seed, and K. Kabilamany 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): K. Arulanandan
    Publisher: American Society of Civil Engineers
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    Closure to “Modeling Lateral Sliding of Slope due to Liquefaction of Sand Layer” by X. Zeng and K. Arulanandan 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): X. Zeng; K. Arulanandan
    Publisher: American Society of Civil Engineers
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    Modeling Lateral Sliding of Slope due to Liquefaction of Sand Layer 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): X. Zeng; K. Arulanandan
    Publisher: American Society of Civil Engineers
    Abstract: The stability of a soil slope is analyzed based on the experimental results of a centrifuge test. The failure mechanism recorded in the model test closely resembled that which occurred in the field. Excess pore pressure ...
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    Erosion in Relation to Filter Design Criteria in Earth Dams 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): K. Arulanandan; Edward B. Perry
    Publisher: American Society of Civil Engineers
    Abstract: The current design practice for filters in earth and rock fill dams is an outgrowth of a well known concept proposed by Terzaghi. The main effect of amplifications that investigators have added to the Terzaghi criteria is ...
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    Closure to “<i>Erosion in Relation to Filter Design Criteria in Earth Dams</i>” by K. Arulanandan and Edward B. Perry (May, 1983) 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): K. Arulanandan; Edward B. Perry
    Publisher: American Society of Civil Engineers
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    Project VELACS—Control Test Results 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): K. Arulanandan; R. F. Scott
    Publisher: American Society of Civil Engineers
    Abstract: Results presented in this paper represent the first part of research produced by the Verification of Liquefaction Analysis by Centrifuge Studies (VELACS), a cooperative research effort involving eight universities. Ultimately, ...
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    Identification of Contaminated Soils by Dielectric Constant and Electrical Conductivity 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): T. M. Blacic; K. Arulanandan
    Publisher: American Society of Civil Engineers
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    Numerical Simulation of Liquefaction-Induced Deformations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): K. Arulanandan; X. S. Li; K. (Siva) Sivathasan
    Publisher: American Society of Civil Engineers
    Abstract: The observed dynamic response of an instrumented site at Port Island during the 1995 Kobe earthquake was utilized to demonstrate the feasibility of computer simulation of earthquake-induced site response and liquefaction-induced ...
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    Centrifuge Modeling of Transport Processes for Pollutants in Soils 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): K. Arulanandan; P. Y. Thompson; B. L. Kutter; N. J. Meegoda; K. K. Muraleetharan; C. Yogachandran
    Publisher: American Society of Civil Engineers
    Abstract: The physico‐chemical processes of advection, dispersion, adsorption, and degradation that control pollutant transport processes in groundwater are described. Dimensional analysis is presented, and the scaling requirements ...
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