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    Incorporating Realism into Senior Design 

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Vincent P. Drnevich
    Publisher: American Society of Civil Engineers
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    Soil Water Content and Dry Density by Time Domain Reflectometry 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Xiong Yu; Vincent P. Drnevich
    Publisher: American Society of Civil Engineers
    Abstract: Soil water content and dry density are two important properties for compaction quality control. This paper presents a new method for determining soil water content and dry density using a single time domain reflectometry ...
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    Temperature Corrections for Time Domain Reflectometry Parameters 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Sochan; Jung; Vincent P.; Drnevich; Majdi R.; Abou Najm
    Publisher: American Society of Civil Engineers
    Abstract: The waveforms from time domain reflectometry (TDR) tests on soil depend on the temperature of the soil being tested. This study provides a discussion of, and the basis for, temperature corrections for the parameters measured ...
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    New Methodology for Density and Water Content by Time Domain Reflectometry 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Sochan; Jung; Vincent P.; Drnevich; Majdi R.; Abou Najm
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a new methodology for determining soil water content and density under different compaction energies. A new calibration equation was introduced making use of the voltage drop associated with the first ...
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    Closure to “<i>Permeability and Consolidation of Normally Consolidated Soils</i>” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): A. Mahinda Samarasinghe; Yang H. Huang; Vincent P. Drnevich
    Publisher: American Society of Civil Engineers
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    Summary of Developments in the Civil Engineering Capstone Course at Purdue University 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Brock E. Barry; Vincent P. Drnevich; Ayhan Irfanoglu; Darcy Bullock
    Publisher: American Society of Civil Engineers
    Abstract: The civil engineering capstone senior design course at Purdue University involves all seniors in their last semester before graduation and is titled “Civil Engineering Design Project.” The course catalog describes it as ...
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    Short-Term Electrical Conductivity and Strength Development of Lime Kiln Dust Modified Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Renpeng Chen; Vincent P. Drnevich; Radha Krishna Daita
    Publisher: American Society of Civil Engineers
    Abstract: Lime kiln dust (LKD) is used for modifying pavement subgrades to expedite construction on wet clayey soils. This paper describes the short-term development (typically, over the first
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    Liquefaction Mitigation Using Bentonite Suspensions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008
    Author(s): C. S.; El Mohtar; Bobet; M. C.; Santagata; V. P.; Drnevich; C. T.; Johnston
    Publisher: American Society of Civil Engineers
    Abstract: Ottawa sand specimens premixed with 0, 3, and 5% bentonite by dry mass of sand were tested under undrained static and cyclic loading to investigate the effects of bentonite on the static and cyclic shear strength of the ...
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    Interpretation of Large-Strain Seismic Cross-Hole Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): R. Salgado; V. P. Drnevich; A. Ashmawy; W. P. Grant; P. Vallenas
    Publisher: American Society of Civil Engineers
    Abstract: At sites in earthquake-prone areas, a reliable expression of the nonlinear dynamic stress-strain behavior of soil for the different depths of interest is needed for earthquake-response analyses. Most currently used geophysical ...
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    Editorial: Professor Gerald A. Leonards (1921–1997) 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): Richard J. Deschamps; Vincent P. Drnevich; Milton I. Harr; David Leonards
    Publisher: American Society of Civil Engineers
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