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    Closure to “Performance of Embankment Stabilized with Vertical Drains on Soft Clay” by B. Indraratna 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): B. Indraratna
    Publisher: American Society of Civil Engineers
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    Pyrite Oxidation Model for Assessing Ground-Water Management Strategies in Acid Sulfate Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): B. Blunden; B. Indraratna
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical approach for calculating pyrite oxidation in acid sulfate soil with a macropore/matrix structure is described. This approach accounts for vertical oxygen transport through soil macropores and the subsequent ...
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    Analytical Model for Particle Migration within Base Soil-Filter System 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): B. Indraratna; F. Vafai
    Publisher: American Society of Civil Engineers
    Abstract: This study highlights a mathematical (analytical) model simulating the filtration phenomenon applicable to a base soil-filter system, incorporating the hydraulic conditions and the relevant material properties such as ...
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    Development of an Equivalent Homogenous Fluid Model for Pseudo-Two-Phase (Air+Water) Flow through Fractured Rock 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): J. Price; B. Indraratna
    Publisher: American Society of Civil Engineers
    Abstract: Fracture flow of two-phase mixtures is particularly applicable to the coal mining and coal bed methane projects in Australia. A one-dimensional steady-state pseudo-two-phase flow model is proposed for fractured rock. The ...
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    Plane-Strain Modeling of Smear Effects Associated with Vertical Drains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): B. Indraratna; I. W. Redana
    Publisher: American Society of Civil Engineers
    Abstract: The present study provides a methodology to include the smear effect of vertical drains in a two-dimensional (2D) plane-strain finite-element model, employing the modified Cam-clay theory. The analysis is conducted by ...
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    Laboratory Determination of Smear Zone due to Vertical Drain Installation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): B. Indraratna; I. W. Redana
    Publisher: American Society of Civil Engineers
    Abstract: This paper is mainly concerned with a laboratory study to investigate the effect of smear due to vertical drain installation. The extent of the smear zone around a vertical drain was studied utilizing a large-scale ...
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    Closure to “Plane‐Strain Modeling of Smear Effects Associated with Vertical Drains” by B. Indraratna and I. W. Redana 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): B. Indraratna; I. W. Redana
    Publisher: American Society of Civil Engineers
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    Laboratory Measurement of Two-Phase Flow Parameters in Rock Joints Based on High Pressure Triaxial Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): B. Indraratna; P. G. Ranjith
    Publisher: American Society of Civil Engineers
    Abstract: The accurate flow measurement of each individual phase is important in unsaturated flow through rock joints, where both air and water phases flow together. An increase in the quantity of one fluid phase decreases the ...
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    Closure to “<i>Performance of Test Embankment Constructed to Failure on Soft Marine Clay</i>” by B. Indraratna, A. S. Balasubramaniam, and S. Balachandran (January, 1992, Vol. 118, No. 1) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): B. Indraratna; A. S. Balasubramaniam
    Publisher: American Society of Civil Engineers
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    Comparison between Models of Rock Discontinuity Strength and Deformation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): D. A. F. Oliveira; B. Indraratna
    Publisher: American Society of Civil Engineers
    Abstract: One important component in the design of tunnels in urban areas is a correct assessment of the interaction between the underground excavation with other structures in the vicinity. In this sense a correct stress-strain ...
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