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    Addressing the Geotechnical Challenges Posed by Soft Clays 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002
    Author(s): Buddhima Indraratna
    Publisher: American Society of Civil Engineers
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    Energy-Based Approach to Assess the Performance of a Granular Matrix Consisting of Recycled Rubber, Steel-Furnace Slag, and Coal Wash 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 007
    Author(s): Yujie Qi; Buddhima Indraratna
    Publisher: ASCE
    Abstract: Ballasted track progressively deteriorates due to ballast degradation and track deformation under dynamic loading, and this process accelerates when train speeds increase and axle loads become heavier as the railways are ...
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    Discussion of “Numerical Simulation of the Shear Behavior of Rock Joints Filled with Unsaturated Soil” by Libin Gong, Jan Nemcik, and Ting Ren 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 004:;page 07020001-1
    Author(s): Wuditha Premadasa; Buddhima Indraratna
    Publisher: ASCE
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    Analysis of Deformation and Degradation of Fouled Ballast: Experimental Testing and DEM Modeling 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Trung Ngo; Buddhima Indraratna
    Publisher: ASCE
    Abstract: The deformation and degradation of fouled ballast have been examined by large-scale triaxial tests and discrete element modeling (DEM) to understand how clay fouling changes the shear strength and micromechanical aspects ...
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    A Coupled CFD–DEM Approach to Examine the Hydraulic Critical State of Soil under Increasing Hydraulic Gradient 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Thanh Trung Nguyen; Buddhima Indraratna
    Publisher: ASCE
    Abstract: Increasing hydraulic gradients and associated seepage in a soil foundation accompanied by a reduction in effective stress, degradation of soil stiffness, and diminished internal stability contribute to adverse conditions ...
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    Role of Rubber Crumbs on the Stress-Strain Response of a Coal Wash Matrix 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003:;page 04020480
    Author(s): Miriam Tawk; Buddhima Indraratna
    Publisher: ASCE
    Abstract: The recycling of waste materials (e.g., coal wash, steel slag, recycled rubber, and fly ash) is becoming increasingly popular in ground engineering projects. While the physical properties of these waste materials can ...
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    Internal Stability of Granular Filters under Static and Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Jahanzaib Israr; Buddhima Indraratna
    Publisher: American Society of Civil Engineers
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    Improved Performance of Ballasted Rail Track Using Geosynthetics and Rubber Shockmat 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Sanjay Nimbalkar; Buddhima Indraratna
    Publisher: American Society of Civil Engineers
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    Normal Deformation and Formation of Contacts in Rough Rock Fractures and Their Influence on Fluid Flow 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 001
    Author(s): Chandrasiri Kumara; Buddhima Indraratna
    Publisher: American Society of Civil Engineers
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    Vertical Drain Consolidation with Parabolic Distribution of Permeability in Smear Zone 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Rohan Walker; Buddhima Indraratna
    Publisher: American Society of Civil Engineers
    Abstract: A vertical drain radial consolidation equation based on a parabolic reduction in permeability toward the drain is presented. The proposed equation, based on Hansbo’s equal strain theory, is compared with settlement data ...
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