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    Experimental Investigation on Principal Stress Rotation in Kaolin Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Han Lin; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: A combined axial–torsional testing system was developed to investigate the effect of rotation of principal stresses on the three-dimensional mechanical behavior of Kaolin clay. Uniform and reproducible cohesive specimens ...
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    Effect of Microfabric on Shear Behavior of Kaolin Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Ajanta Sachan; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: The influence of geometric arrangement of platelets (microfabric) on the mechanical behavior of kaolin clay is investigated using lubricated end triaxial testing on solid cylindrical specimens. A series of compression and ...
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    Effect of Microfabric on Mechanical Behavior of Kaolin Clay Using Cubical True Triaxial Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Amit Prashant; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: Various aspects of the mechanical behavior of kaolin clay are discussed in light of experimental observations from a series of strain controlled true triaxial undrained tests performed on cubical kaolin clay specimens with ...
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    Effect of Intermediate Principal Stress on Overconsolidated Kaolin Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Amit Prashant; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: The influence of intermediate principal stress on the mechanical behavior of overconsolidated kaolin clay is investigated using three-dimensional true triaxial testing on cubical specimens. A flexible boundary, true triaxial ...
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    Application of Fourier Analysis to Digital Imaging for Particle Shape Analysis 

    Source: Journal of Computing in Civil Engineering:;2004:;Volume ( 018 ):;issue: 001
    Author(s): Ramitha Wettimuny; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: The shape of aggregates has an important influence on the behavior of civil engineering materials. Digital imaging techniques provide unique opportunities for describing these features in an automated fashion. Shape analysis ...
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    Strain Localization in Combined Axial-Torsional Testing on Kaolin Clay 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Han Lin; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: A series of combined axial-torsional tests were performed to study the 3D mechanical behavior of kaolin clay in an undrained condition. Using the digital image analysis technique, discrete local deformation of the surface ...
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    Strain Rate Effects in Model Pressuremeter Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Dayakar Penumadu; Jean-Lou Chameau
    Publisher: American Society of Civil Engineers
    Abstract: A series of one-eighth-scale strain controlled model pressuremeter tests were performed using an automated flexible wall calibration chamber testing system. Undrained model pressuremeter tests were performed with and without ...
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    Investigation of 6 Li Enriched Particle Dispersion in Fluorescent Electrospun Polymer Nanofibers to be Used as Thermal Neutron Scintillators 

    Source: Journal of Engineering Materials and Technology:;2012:;volume( 134 ):;issue: 001:;page 10908
    Author(s): Stephen A. Young; Indraneel Sen; Dayakar Penumadu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Electrospun polymer nanofibers are attractive due to their unique volume-to-surface area, chemical, electrical, and optical properties. Department of Homeland security has interest in applications ...
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    Single Hardening Elasto-Plastic Model for Kaolin Clay with Loading-History-Dependent Plastic Potential Function 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
    Author(s): Han Lin; Amit Prashant; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: The effect of principal stress rotation on the mechanical behavior of Kaolin clay is investigated using combined axial-torsional tests on hollow cylindrical specimens. The yielding behavior and failure criteria are found ...
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    Combined Effect of Loading and Cold Temperature on the Stiffness of Glass Fiber Composites 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 002
    Author(s): Curtis Nordin; Zhongguo John Ma; Dayakar Penumadu
    Publisher: American Society of Civil Engineers
    Abstract: Because of the short construction season and cold winters in Alaska, the prestressed concrete decked bulb-tee bridge system is very popular. However, the concrete deck is an integral part of the bridge superstructure and ...
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