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Jinchi Lu, Ph.D.

Affiliations: 
2006 University of California, San Diego, La Jolla, CA 
Area:
Civil Engineering
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"Jinchi Lu"
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Ahmed Elgamal grad student 2006 UCSD
 (Parallel finite element modeling of earthquake ground response and liquefaction.)

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Publications

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Su L, Wan H, Luo Y, et al. (2020) Seismic performance assessment of a pile-supported wharf retrofitted with different slope strengthening strategies Soil Dynamics and Earthquake Engineering. 129: 105903
Qiu Z, Ebeido A, Almutairi A, et al. (2020) Aspects of bridge‐ground seismic response and liquefaction‐induced deformations Earthquake Engineering & Structural Dynamics. 49: 375-393
Lu J, Kamatchi P, Elgamal A. (2019) Using Stone Columns to Mitigate Lateral Deformation in Uniform and Stratified Liquefiable Soil Strata International Journal of Geomechanics. 19: 4019026
Su L, Wan H, Bi K, et al. (2019) Seismic fragility analysis of pile-supported wharves with the influence of soil permeability Soil Dynamics and Earthquake Engineering. 122: 211-227
Khosravifar A, Elgamal A, Lu J, et al. (2018) A 3D Model for Earthquake-Induced Liquefaction Triggering and Post-Liquefaction Response Soil Dynamics and Earthquake Engineering. 110: 43-52
Wang N, Elgamal A, Lu J. (2018) Assessment of the Samoa Channel Bridge-foundation seismic response Soil Dynamics and Earthquake Engineering. 108: 150-159
Zhang X, Tang L, Ling X, et al. (2018) Using peak ground velocity to characterize the response of soil-pile system in liquefying ground Engineering Geology. 240: 62-73
Cong S, Tang L, Ling X, et al. (2018) Boundary effect on the seismic response of a three-dimensional soil slope with a shallow foundation on top Ksce Journal of Civil Engineering. 22: 1130-1140
Geng L, Tang L, Cong SY, et al. (2017) Three-dimensional analysis of geosynthetic-encased granular columns for liquefaction mitigation Geosynthetics International. 24: 45-59
He L, Ramirez J, Lu J, et al. (2017) Lateral spreading near deep foundations and influence of soil permeability Canadian Geotechnical Journal. 54: 846-861
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