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Closure to “Accounting for Soil Aging When Assessing Liquefaction Potential” by Evangelia Leon, Sarah L. Gassman, and Pradeep Talwani
Publisher: American Society of Civil Engineers
Nondestructive Assessment of Damage in Concrete Bridge Decks
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 ...
Accounting for Soil Aging When Assessing Liquefaction Potential
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 ...
Impulse Response Evaluation of Drilled Shafts
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 ...
Impulse Response Evaluation of Foundations using Multiple Geophones
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 ...
Cutoff Frequencies for Impulse Response Tests of Existing Foundations
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, ...
Frequency Spectrum Analysis of Impact-Echo Waveforms for T-Beams
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 ...
Liquefaction Resistance Evaluation of Pleistocene-Age South Carolina Coastal Plain Sands with the Cone Penetrometer Test
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 ...
Aging Factors for the Cyclic Resistance Ratio of Pleistocene Sands from the South Carolina Coastal Region
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 ...
Leak Detection in Pipes by Frequency Response Method
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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