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    Comparison of Cushioning Mechanisms between Cellular Glass and Gabions Subjected to Successive Boulder Impacts

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 009
    Author:
    Ng C. W. W.;Su Y.;Choi C. E.;Song D.;Lam C.;Kwan J. S. H.;Chen R.;Liu H.
    DOI: 10.1061/(ASCE)GT.1943-5606.0001922
    Publisher: American Society of Civil Engineers
    Abstract: Gabions are the most commonly adopted cushion layer for shielding rigid debris-resisting barriers against boulder impact. Despite the prevalent use of gabions, they comprise heavy rock fragments that are not easily transported up steep natural terrain. The advent of using light-weight cellular glass as an alternative cushion layer provides an innovative approach for absorbing impact energy. However, a lack of insight on their load attenuation characteristics has hindered its potential implementation. In this study, cellular glass was subjected to successive impacts to replicate the dynamic loading of boulders by using a large-scale pendulum setup. Results reveal that for a single impact at 7 kJ, crushing exhibited by cellular glass leads to 25% lower impact force compared to gabions, which rely predominantly on rock fragment rearrangement to absorb energy. However, gabions exhibit more effective load spreading, with a diffusion angle three times greater than cellular glass. To ensure robust designs for cellular glass, the Johnson’s damage number is proposed to quantify the plastic deformation and to improve estimates of the cushioning efficiency represented by the load-reduction factor (Kc) used in current design.
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      Comparison of Cushioning Mechanisms between Cellular Glass and Gabions Subjected to Successive Boulder Impacts

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    contributor authorNg C. W. W.;Su Y.;Choi C. E.;Song D.;Lam C.;Kwan J. S. H.;Chen R.;Liu H.
    date accessioned2019-02-26T07:43:53Z
    date available2019-02-26T07:43:53Z
    date issued2018
    identifier other%28ASCE%29GT.1943-5606.0001922.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248981
    description abstractGabions are the most commonly adopted cushion layer for shielding rigid debris-resisting barriers against boulder impact. Despite the prevalent use of gabions, they comprise heavy rock fragments that are not easily transported up steep natural terrain. The advent of using light-weight cellular glass as an alternative cushion layer provides an innovative approach for absorbing impact energy. However, a lack of insight on their load attenuation characteristics has hindered its potential implementation. In this study, cellular glass was subjected to successive impacts to replicate the dynamic loading of boulders by using a large-scale pendulum setup. Results reveal that for a single impact at 7 kJ, crushing exhibited by cellular glass leads to 25% lower impact force compared to gabions, which rely predominantly on rock fragment rearrangement to absorb energy. However, gabions exhibit more effective load spreading, with a diffusion angle three times greater than cellular glass. To ensure robust designs for cellular glass, the Johnson’s damage number is proposed to quantify the plastic deformation and to improve estimates of the cushioning efficiency represented by the load-reduction factor (Kc) used in current design.
    publisherAmerican Society of Civil Engineers
    titleComparison of Cushioning Mechanisms between Cellular Glass and Gabions Subjected to Successive Boulder Impacts
    typeJournal Paper
    journal volume144
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001922
    page4018058
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 009
    contenttypeFulltext
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