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    A Pragmatic Framework for Cost-Benefit Analysis of Liquefaction Mitigation Applicable to Lightweight Residential Structures on Shallow Foundations

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 006::page 04025045-1
    Author:
    Brett W. Maurer
    ,
    Mertcan Geyin
    ,
    Sjoerd van Ballegooy
    DOI: 10.1061/JGGEFK.GTENG-13142
    Publisher: American Society of Civil Engineers
    Abstract: Liquefaction hazards are often not assessed or mitigated for lightweight residences on shallow foundations despite their comprising 90% of the US building stock. This study demonstrates a pragmatic approach to performing cost benefit analyses of liquefaction mitigation for such structures using a performance-based framework to predict the benefits of mitigation over an investment time-horizon. These analyses can be used to inform decisions about whether and how liquefaction is mitigated, to quantify the value of ground-improvement, or to demonstrate the economic feasibility of a new intervention strategy. Cost-benefit analyses are demonstrated for numerous US cities using fragility and vulnerability models newly trained on data from New Zealand. To increase their applicability and practicality, these models are developed as extensions to liquefaction analytics already in popular use. It is shown that mitigation economics depend on the interactions of many region-, site-, and asset-specific variables, making it difficult to accurately supplant detailed analyses with general principles or simplifications. The cost-benefit analyses demonstrated herein allow for these variables to be studied in a consistent, rational, transparent, and practical manner. The adoption and improvement of such analyses could increase the use of ground improvements and lead to more efficient management of liquefaction risks worldwide.
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      A Pragmatic Framework for Cost-Benefit Analysis of Liquefaction Mitigation Applicable to Lightweight Residential Structures on Shallow Foundations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307428
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    contributor authorBrett W. Maurer
    contributor authorMertcan Geyin
    contributor authorSjoerd van Ballegooy
    date accessioned2025-08-17T22:46:30Z
    date available2025-08-17T22:46:30Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJGGEFK.GTENG-13142.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307428
    description abstractLiquefaction hazards are often not assessed or mitigated for lightweight residences on shallow foundations despite their comprising 90% of the US building stock. This study demonstrates a pragmatic approach to performing cost benefit analyses of liquefaction mitigation for such structures using a performance-based framework to predict the benefits of mitigation over an investment time-horizon. These analyses can be used to inform decisions about whether and how liquefaction is mitigated, to quantify the value of ground-improvement, or to demonstrate the economic feasibility of a new intervention strategy. Cost-benefit analyses are demonstrated for numerous US cities using fragility and vulnerability models newly trained on data from New Zealand. To increase their applicability and practicality, these models are developed as extensions to liquefaction analytics already in popular use. It is shown that mitigation economics depend on the interactions of many region-, site-, and asset-specific variables, making it difficult to accurately supplant detailed analyses with general principles or simplifications. The cost-benefit analyses demonstrated herein allow for these variables to be studied in a consistent, rational, transparent, and practical manner. The adoption and improvement of such analyses could increase the use of ground improvements and lead to more efficient management of liquefaction risks worldwide.
    publisherAmerican Society of Civil Engineers
    titleA Pragmatic Framework for Cost-Benefit Analysis of Liquefaction Mitigation Applicable to Lightweight Residential Structures on Shallow Foundations
    typeJournal Article
    journal volume151
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13142
    journal fristpage04025045-1
    journal lastpage04025045-16
    page16
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 006
    contenttypeFulltext
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