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    Size Effect on the Time-Dependent Closure of Drifts in Callovo-Oxfordian Claystone

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    Author:
    Guayacán-Carrillo Lina-María;Sulem Jean;Seyedi Darius M.;Ghabezloo Siavash;Armand Gilles
    DOI: 10.1061/(ASCE)GM.1943-5622.0001213
    Publisher: American Society of Civil Engineers
    Abstract: In this study, we analyzed the influence of the excavation size and the sequence of excavation on the convergence evolution in drifts excavated in Callovo-Oxfordian claystone. The drifts, which are part of the Underground Research Laboratory of the French National Radioactive Waste Management Agency (ANDRA), had diameters ranging between .7 m and 6.3 m. The measurements showed an anisotropic convergence with the maximum and minimum values in horizontal and vertical directions. Using a semi-empirical law, convergence evolution was fitted independently for each drift. The results show that the values for the parameters describing the time-dependent properties of the system rock-support depended upon the time elapsed for the support installation and the rate of excavation. For drifts following the same sequence of excavation, these parameters did not depend upon the size of the excavation. Finally, the analysis of a drift cross section enlargement showed that the convergence evolution was more isotropic and that the values for the parameters describing the time-dependent properties were lower, suggesting that overexcavation could limit the delayed response of the ground.
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      Size Effect on the Time-Dependent Closure of Drifts in Callovo-Oxfordian Claystone

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4248896
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    contributor authorGuayacán-Carrillo Lina-María;Sulem Jean;Seyedi Darius M.;Ghabezloo Siavash;Armand Gilles
    date accessioned2019-02-26T07:43:00Z
    date available2019-02-26T07:43:00Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001213.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248896
    description abstractIn this study, we analyzed the influence of the excavation size and the sequence of excavation on the convergence evolution in drifts excavated in Callovo-Oxfordian claystone. The drifts, which are part of the Underground Research Laboratory of the French National Radioactive Waste Management Agency (ANDRA), had diameters ranging between .7 m and 6.3 m. The measurements showed an anisotropic convergence with the maximum and minimum values in horizontal and vertical directions. Using a semi-empirical law, convergence evolution was fitted independently for each drift. The results show that the values for the parameters describing the time-dependent properties of the system rock-support depended upon the time elapsed for the support installation and the rate of excavation. For drifts following the same sequence of excavation, these parameters did not depend upon the size of the excavation. Finally, the analysis of a drift cross section enlargement showed that the convergence evolution was more isotropic and that the values for the parameters describing the time-dependent properties were lower, suggesting that overexcavation could limit the delayed response of the ground.
    publisherAmerican Society of Civil Engineers
    titleSize Effect on the Time-Dependent Closure of Drifts in Callovo-Oxfordian Claystone
    typeJournal Paper
    journal volume18
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001213
    page4018128
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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