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    Seismic Interactions among Multiple Structures Founded on Liquefiable Soils in a City Block 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023077-1
    Author(s): Yu-Wei Hwang; Shideh Dashti
    Publisher: ASCE
    Abstract: Buildings are often located in close proximity to each other in urban settings. Seismic structure-soil-structure interaction near two adjacent buildings (SSSI2) on liquefiable soils has previously been investigated and ...
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    Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021175
    Author(s): Yu-Wei Hwang; Shideh Dashti; Peter Kirkwood
    Publisher: ASCE
    Abstract: Ground densification is a common countermeasure against soil liquefaction. The state-of-practice for designing ground densification is typically based on empirical estimates of liquefaction triggering and ground settlement ...
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    Mitigation of Liquefaction Damage to Shallow-Founded Structures with In-Ground Structural Walls 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024158-1
    Author(s): Yu-Wei Hwang; Shideh Dashti; Caroline Bessette
    Publisher: American Society of Civil Engineers
    Abstract: Stiff in-ground structural or diaphragm walls have previously been used as a liquefaction countermeasure for existing building structures. The available design methodologies for typical mitigation techniques are based on ...
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    A Probabilistic Predictive Model for Foundation Settlement on Liquefiable Soils Improved with Ground Densification 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005:;page 04022017
    Author(s): Yu-Wei Hwang; Zach Bullock; Shideh Dashti; Abbie Liel
    Publisher: ASCE
    Abstract: In this paper, we present a probabilistic predictive procedure for a foundation’s permanent average settlement on liquefiable soils improved with ground densification. The proposed procedure is based on 770 three-dimensional ...
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    Effective Tensile Strength of Lightly Cemented Sand 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001
    Author(s): Louis Ge; Yu-Wei Hwang; Hemei Sun; Guan-De He; Renpeng Chen; Xin Kang
    Publisher: American Society of Civil Engineers
    Abstract: An indentation test was developed to indirectly determine the effective tensile strength of lightly cemented sand by iterative method. The description of the test is followed by a discussion and comparison of the determination ...
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    Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021063-1
    Author(s): Yu-Wei Hwang; Jenny Ramirez; Shideh Dashti; Peter Kirkwood; Abbie Liel; Guido Camata; Massimo Petracca
    Publisher: ASCE
    Abstract: In urban environments, structures are often built in close proximity to each other. Seismic coupling and structure-soil-structure interaction (SSSI) are known to affect system accelerations, settlement, and tilt with ...
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