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    Fast Door-Opening Method for Quick Release of Rock Boulder or Debris in Large-Scale Physical Model

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author:
    Dao-Yuan Tan
    ,
    Jian-Hua Yin
    ,
    Zhuo-Hui Zhu
    ,
    Jie-Qiong Qin
    ,
    H. C. M. Chan
    DOI: 10.1061/(ASCE)GM.1943-5622.0001556
    Publisher: ASCE
    Abstract: Study on the mitigation of debris flows and rockfalls is a very challenging topic due to complex moving and impacting mechanisms. A large-scale physical model is preferred by researchers in the study of debris flow and rockfall, because large-scale tests can duplicate major phenomena of natural geohazard events. In the design of a large-scale physical model, how to initiate or release a certain volume of debris material or a giant rock boulder is the key technical issue. In current large-scale models for debris flow research, debris material is normally released from a reservoir with a trap door located at the upper end of the flowing path. It has been found that the door-opening methods utilized in models can interfere with the motions of the generated debris flows. In this paper, a new fast door-opening method is introduced in detail. This method has been implemented in a large-scale physical model built in Hong Kong to study the impacts of rockfalls and debris flows on a flexible barrier. With the utilization of this novel door-opening method, the impact tests of rock boulders, dry granular flows, and debris flows were successfully performed. From the observations of the impact tests, the unbalanced resisting forces and the disturbance from the door were avoided. The successes of large-scale tests using different testing materials demonstrated that the new fast door-opening method can be further utilized in a physical modeling study of geohazards.
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      Fast Door-Opening Method for Quick Release of Rock Boulder or Debris in Large-Scale Physical Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268679
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    • International Journal of Geomechanics

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    contributor authorDao-Yuan Tan
    contributor authorJian-Hua Yin
    contributor authorZhuo-Hui Zhu
    contributor authorJie-Qiong Qin
    contributor authorH. C. M. Chan
    date accessioned2022-01-30T21:41:42Z
    date available2022-01-30T21:41:42Z
    date issued2/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001556.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268679
    description abstractStudy on the mitigation of debris flows and rockfalls is a very challenging topic due to complex moving and impacting mechanisms. A large-scale physical model is preferred by researchers in the study of debris flow and rockfall, because large-scale tests can duplicate major phenomena of natural geohazard events. In the design of a large-scale physical model, how to initiate or release a certain volume of debris material or a giant rock boulder is the key technical issue. In current large-scale models for debris flow research, debris material is normally released from a reservoir with a trap door located at the upper end of the flowing path. It has been found that the door-opening methods utilized in models can interfere with the motions of the generated debris flows. In this paper, a new fast door-opening method is introduced in detail. This method has been implemented in a large-scale physical model built in Hong Kong to study the impacts of rockfalls and debris flows on a flexible barrier. With the utilization of this novel door-opening method, the impact tests of rock boulders, dry granular flows, and debris flows were successfully performed. From the observations of the impact tests, the unbalanced resisting forces and the disturbance from the door were avoided. The successes of large-scale tests using different testing materials demonstrated that the new fast door-opening method can be further utilized in a physical modeling study of geohazards.
    publisherASCE
    titleFast Door-Opening Method for Quick Release of Rock Boulder or Debris in Large-Scale Physical Model
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001556
    page8
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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