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    Earthquake Deformation of Centrifuge Model Banks 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author(s): Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: A modified sliding block analysis, which allows the sliding resistance to be nonlinear visco‐elastoplastic, has been developed to predict deformations of embankments during earthquakes. Contrary to the assumption (of the ...
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    Closure to “<i>Earthquake Deformation of Centrifuge Model Banks</i>” by Bruce L. Kutter (December, 1984, Vol. 110, No. 12) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Bruce L. Kutter
    Publisher: American Society of Civil Engineers
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    Effect of Footing Shape and Embedment on the Settlement, Recentering, and Energy Dissipation of Shallow Footings Subjected to Rocking 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Manouchehr Hakhamaneshi; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
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    Capacity, Settlement, and Energy Dissipation of Shallow Footings Subjected to Rocking 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Sivapalan Gajan; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of structural fuse mechanisms used to improve the performance of buildings during seismic loading depends on their capacity, ductility, energy dissipation, isolation, and self-centering characteristics. ...
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    Contact Interface Model for Shallow Foundations Subjected to Combined Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Sivapalan Gajan; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: It has been recognized that the ductility demands on a superstructure might be reduced by allowing rocking behavior and mobilization of the ultimate capacity of shallow foundations during seismic loading. However, the ...
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    Effects of Moment-to-Shear Ratio on Combined Cyclic Load-Displacement Behavior of Shallow Foundations from Centrifuge Experiments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): Sivapalan Gajan; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: Current design guidelines for shallow foundations supporting building and bridge structures discourage footing rocking or sliding during seismic loading. Recent research indicates that footing rocking has the potential to ...
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    Discussion of “Analyzing Liquefaction-Induced Lateral Spreads Using Strength Ratios” by S. M. Olson and C. I. Johnson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): DongSoon Park; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
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    Liquefaction‐Induced Lateral Spreading of Mildly Sloping Ground 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): Gregg L. Fiegel; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic centrifuge modeling was used to study the behavior of two mildly sloping ground models subjected to earthquake loading and liquefaction. The first model consisted of a uniform layer of saturated sand, and the second ...
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    Liquefaction Mechanism for Layered Soils 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Gregg L. Fiegel; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: Results from four centrifuge model tests are presented. Three of the model tests involve layered soil deposits subject to base shaking; one model test involves a uniform soil deposit of sand subject to base shaking. The ...
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    Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Yie-Ruey Chen; Bruce L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: The response of a saturated fine sand (Nevada sand No. 120) with relative density
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