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Jonathan D. Bray

Researcher at University of California, Berkeley

Publications -  232
Citations -  10898

Jonathan D. Bray is an academic researcher from University of California, Berkeley. The author has contributed to research in topics: Liquefaction & Soil liquefaction. The author has an hindex of 52, co-authored 222 publications receiving 9256 citations. Previous affiliations of Jonathan D. Bray include University of California & Missouri University of Science and Technology.

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Characterization of forward-directivity ground motions in the near-fault region

TL;DR: In this article, a simplified parameterization is proposed based on a representative amplitude, pulse period, and number of significant pulses in the velocity-time history to estimate the peak ground velocity and period of the velocity pulse (Tv) of available forward-directivity motions.
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Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements

TL;DR: In this article, a semi-empirical predictive relationship for estimating permanent displacements due to earthquake-induced deviatoric deformations is presented, which utilizes a nonlinear fully coupled stick-slip sliding block model to capture the dynamic performance of an earth dam, natural slope, compacted earth fill, or municipal solid waste landfill.
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Simplified Frequency Content Estimates of Earthquake Ground Motions

TL;DR: In this paper, three simplified frequency content parameters are examined: mean period (T m ), predominant period, and smoothed spectral predominant period (SPM) for 306 strong motion recordings from 20 earthquakes in active plate-margin regions.
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Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

TL;DR: The results of cyclic tests indicate that the Chinese criteria are not reliable for determining the liquefaction susceptibility of fine-grained soils as discussed by the authors, and the plasticity index (PI) is a better indicator of soil susceptibility.

Recent Advances in Soil Liquefaction Engineering: A Unified and Consistent Framework

TL;DR: The field of soil liquefaction engineering has evolved into a sub-field in its own right, and engineering assessment and mitigation of seismic soil liquidation hazard is increasingly well addressed in both research and practice as mentioned in this paper.