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    Considerations for the Mitigation of Earthquake-Induced Soil Liquefaction in Urban Environments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 010
    Author(s): Kirkwood Peter;Dashti Shideh
    Publisher: American Society of Civil Engineers
    Abstract: In cities, seismic coupling between structures is known to influence ground motions, settlement patterns, and demand on superstructures. Yet the effects of interactions between soil and building clusters on structural ...
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    Influence of Dense Granular Columns on the Performance of Level and Gently Sloping Liquefiable Sites 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 009
    Author(s): Badanagki Mahir;Dashti Shideh;Kirkwood Peter
    Publisher: American Society of Civil Engineers
    Abstract: Dense granular columns are often used as a liquefaction mitigation measure to (1) enhance drainage; (2) provide shear reinforcement; and (3) densify and increase lateral stresses in the surrounding soil ...
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    Influence of Prefabricated Vertical Drains on the Seismic Performance of Structures Founded on Liquefiable Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 010
    Author(s): Paramasivam Balaji;Dashti Shideh;Liel Abbie
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated vertical drains (PVDs) are commonly used to mitigate the liquefaction hazard and its consequences. However, the influence of enhanced drainage on the response and performance of soil, foundation, and structure ...
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    Machine Learning–Based Settlement Models for Shallow-Founded Structures on Interbedded Liquefiable Sites Considering Dense Granular Columns 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 011:;page 04025143-1
    Author(s): Bessette, Caroline; Dashti, Shideh; Liel, Abbie B.; Hwang, Yu-Wei
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn this paper, we introduce physics-informed, machine learning (ML)–based predictive models for the permanent settlement of foundations on stratigraphically variable liquefiable deposits. In this paper, we define ...
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    Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 010
    Author(s): Ramirez Jenny;Barrero Andres R.;Chen Long;Dashti Shideh;Ghofrani Alborz;Taiebat Mahdi;Arduino Pedro
    Publisher: American Society of Civil Engineers
    Abstract: Results of a centrifuge experiment simulating seismic site response in a layered level liquefiable soil profile are used to evaluate and systematically compare the predictive capabilities of two common numerical platforms ...
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    A Machine Learning–Based Predictive Model for Liquefaction Ejecta Manifestation in Stratigraphically Variable Sites 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001:;page 04025167-1
    Author(s): Brito, Lianne; Dashti, Shideh; Liel, Abbie B.; Wham, Brad P.
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents a machine learning–based probabilistic predictive model for estimating the potential severity of free-field surface ejecta in stratigraphically variable and interbedded deposits as a measure of ...
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    Influence of Tall Buildings on Seismic Response of Shallow Underground Structures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 012
    Author(s): Hashash Youssef M. A.;Dashti Shideh;Musgrove Michael;Gillis Kenneth;Walker Martin;Ellison Kirk;Basarah Yuamar I.
    Publisher: American Society of Civil Engineers
    Abstract: Shallow underground structures are commonly built in close proximity to tall buildings in dense urban environments. Although it is well known that such buildings have the potential to affect ground motions in their vicinity ...
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    DSpace software copyright © 2002-2015  DuraSpace
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