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    Cyclic Characterization of OII Landfill Solid Waste 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Neven Matasović; Edward Kavazanjian Jr.
    Publisher: American Society of Civil Engineers
    Abstract: As part of predesign studies for closure of the Operating Industries, Inc. (OII) landfill Superfund site, field and laboratory studies were combined with back analyses of strong motion data to characterize the behavior of ...
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    Seismic Response of a Composite Landfill Cover 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Neven Matasovic; Edward Kavazanjian Jr.
    Publisher: American Society of Civil Engineers
    Abstract: The Olympic View Sanitary Landfill (OVSL) near Port Orchard, Washington, is a modern solid waste sanitary landfill covered, in part, by a composite cover system. The site was subjected to a free-field peak horizontal ground ...
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    Degree of Turbulence of Flow in Geosynthetic and Granular Drains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): J. P.; Giroud; Edward; Kavazanjian; Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Flow in porous media, such as geosynthetic and granular drains, is often nonlaminar. Nonlaminar flow can vary in character from semiturbulent to turbulent, depending upon the flow velocity, which is related to the hydraulic ...
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    Time Dependence of Lateral Earth Pressure 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Edward Kavazanjian, Jr.; James K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: Both theoretical analysis and laboratory test data indicate that for normally consolidated soft clays the coefficient of lateral earth pressure at rest, K
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    Consolidation of a Double-Layered Compressible Foundation Partially Penetrated by Deep Mixed Columns 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Linchang Miao; Xinhui Wang; Edward Kavazanjian Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Deep mixed columns often penetrate partially into the soft soil as floating columns due to the depth of the end-bearing layer. Partially penetrated soft soil by columns and the underlying compressible soft soil create a ...
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    Stiffness and Dilatancy Improvements in Uncemented Sands Treated through MICP 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Sean Thomas O’Donnell; Edward Kavazanjian Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory testing shows that microbially induced carbonate precipitation (MICP) through microbial denitrification can improve the mechanical properties of a sand without inducing significant interparticle cementation. ...
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    Seismic Stability of Gentle Infinite Slopes 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Tarik Hadj‐Hamou; Edward Kavazanjian, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Deterministic and probabilistic analyses of the stability of gentle infinite slopes subject to seismically induced excess pore pressures and inertia forces are developed. In the deterministic analysis, classical equations ...
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    Closure to “<i>Time Dependence of Lateral Earth Pressure</i>” by Edward Kavazanjian, Jr., and James K. Mitchell (April, 1984) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Edward Kavazanjian, Jr.; James K. Mitchell
    Publisher: American Society of Civil Engineers
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    Particle-Scale Mechanisms in Undrained Triaxial Compression of Biocemented Sands: Insights from 3D DEM Simulations with Flexible Boundary 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): Pu Yang; Edward Kavazanjian; Narayanan Neithalath
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional (3D) discrete element method (DEM)-based numerical model is used to simulate the macromechanical response of sand strengthened using microbially induced carbonate precipitation (MICP) under undrained ...
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    Baseline Investigation on Enzyme-Induced Calcium Carbonate Precipitation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Almajed Abdullah;Khodadadi Tirkolaei Hamed;Kavazanjian Edward
    Publisher: American Society of Civil Engineers
    Abstract: A baseline study was conducted to evaluate the influence of the composition of the enzyme-induced carbonate precipitation (EICP) treatment solution on the efficiency of carbonate precipitation. EICP is an emerging ...
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