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    Closure to “Accounting for Soil Aging When Assessing Liquefaction Potential” by Evangelia Leon, Sarah L. Gassman, and Pradeep Talwani 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Evangelia Leon; Sarah L. Gassman; Pradeep Talwani
    Publisher: American Society of Civil Engineers
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    Nondestructive Assessment of Damage in Concrete Bridge Decks 

    Source: Journal of Performance of Constructed Facilities:;2004:;Volume ( 018 ):;issue: 004
    Author(s): Sarah L. Gassman; Waleed F. Tawhed
    Publisher: American Society of Civil Engineers
    Abstract: Impact-echo tests were performed on a precast, reinforced concrete bridge slab that was removed from a maintenance bridge built in 1953 in South Carolina. Impact-echo tests were first performed to nondestructively assess ...
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    Accounting for Soil Aging When Assessing Liquefaction Potential 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Evangelia Leon; Sarah L. Gassman; Pradeep Talwani
    Publisher: American Society of Civil Engineers
    Abstract: It has been recognized that liquefaction resistance of sand increases with age due to processes such as cementation at particle contacts and increasing frictional resistance resulting from particle rearrangement and ...
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    Impulse Response Evaluation of Drilled Shafts 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Richard J. Finno; Sarah L. Gassman
    Publisher: American Society of Civil Engineers
    Abstract: A test section was constructed at the National Geotechnical Experimentation Site at Northwestern University to assess the applicability of nondestructive testing methods to evaluate deep foundations under inaccessible-head ...
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    Impulse Response Evaluation of Foundations using Multiple Geophones 

    Source: Journal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 002
    Author(s): Sarah L. Gassman; Richard J. Finno
    Publisher: American Society of Civil Engineers
    Abstract: A new method to nondestructively evaluate existing deep foundations is described for the situation where access to the top of a deep foundation is prevented by an intervening structure. The test consists of striking a ...
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    Cutoff Frequencies for Impulse Response Tests of Existing Foundations 

    Source: Journal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 001
    Author(s): Sarah L. Gassman; Richard J. Finno
    Publisher: American Society of Civil Engineers
    Abstract: The impulse response test is a nondestructive evaluation technique commonly used for quality control of driven concrete piles and drilled shafts where the pile heads are accessible. When evaluating existing foundations, ...
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    Frequency Spectrum Analysis of Impact-Echo Waveforms for T-Beams 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Ahmed S. Zein; Sarah L. Gassman
    Publisher: American Society of Civil Engineers
    Abstract: Numerical and experimental studies were performed to assess the transient impact response of 11 T-beams with various dimensions and aspect ratios. Numerical modeling was performed using a three stage finite-element modeling ...
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    Liquefaction Resistance Evaluation of Pleistocene-Age South Carolina Coastal Plain Sands with the Cone Penetrometer Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Michael J. Hasek; Sarah L. Gassman
    Publisher: ASCE
    Abstract: Three Pleistocene-age sand deposits from 100,000 to 1.2 million years old in the South Carolina Coastal Plain were characterized with the cone penetrometer test and samples were tested in a cyclic triaxial system to ...
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    Aging Factors for the Cyclic Resistance Ratio of Pleistocene Sands from the South Carolina Coastal Region 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 007:;page 04024051-1
    Author(s): Michael J. Hasek; Sarah L. Gassman
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory and field tests were performed on sandy soils from six Pleistocene-age sites in the South Carolina coastal region to investigate the age-related resistance to liquefaction. Stress-controlled cyclic triaxial tests ...
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    Leak Detection in Pipes by Frequency Response Method 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Witness Mpesha; Sarah L. Gassman; M. Hanif Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: The frequency response method is used to determine the location and rate of leakage in open loop piping systems. A steady-oscillatory flow, produced by the periodic opening and closing of a valve, is analyzed in the frequency ...
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