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    Experimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author:
    Yanlin Zhao
    ,
    Lianyang Zhang
    ,
    Jian Liao
    ,
    Weijun Wang
    ,
    Qiang Liu
    ,
    Liming Tang
    DOI: 10.1061/(ASCE)GM.1943-5622.0001779
    Publisher: ASCE
    Abstract: This paper investigates fracture toughness and subcritical crack growth of marble, lherzolite, and amphibolite under different environments aiming to better understand the effect of environment, especially the acidic solution, on the fracturing behavior of the three rocks. Specifically, a series of load relaxation (RLX) and rapid loading tests were performed on double-torsion (DT) specimens to understand the subcritical crack growth velocity V versus the stress intensity factor KI relation and evaluate the fracture toughness KIC for the three studied rocks in air, distilled water, and acidic solutions with pH of 6.0 and 3.0, respectively. The results indicate that, for all three studied rocks, the percentage of load drop during RLX increases and the fracture toughness decreases when the environmental condition changes from air to distilled water and to an acidic solution with higher acidity. The measured log KI−log V relation follows the Charles theory well, and the crack velocity and the final crack growth length both increase and the subcritical crack growth index n decreases when the environmental condition changes from air to distilled water and to an acidic solution with higher acidity. The results also show that the weakening effect of an acidic solution on the marble is much greater than that on the lherzolite and amphibolite.
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      Experimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268765
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    contributor authorYanlin Zhao
    contributor authorLianyang Zhang
    contributor authorJian Liao
    contributor authorWeijun Wang
    contributor authorQiang Liu
    contributor authorLiming Tang
    date accessioned2022-01-30T21:44:50Z
    date available2022-01-30T21:44:50Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29GM.1943-5622.0001779.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268765
    description abstractThis paper investigates fracture toughness and subcritical crack growth of marble, lherzolite, and amphibolite under different environments aiming to better understand the effect of environment, especially the acidic solution, on the fracturing behavior of the three rocks. Specifically, a series of load relaxation (RLX) and rapid loading tests were performed on double-torsion (DT) specimens to understand the subcritical crack growth velocity V versus the stress intensity factor KI relation and evaluate the fracture toughness KIC for the three studied rocks in air, distilled water, and acidic solutions with pH of 6.0 and 3.0, respectively. The results indicate that, for all three studied rocks, the percentage of load drop during RLX increases and the fracture toughness decreases when the environmental condition changes from air to distilled water and to an acidic solution with higher acidity. The measured log KI−log V relation follows the Charles theory well, and the crack velocity and the final crack growth length both increase and the subcritical crack growth index n decreases when the environmental condition changes from air to distilled water and to an acidic solution with higher acidity. The results also show that the weakening effect of an acidic solution on the marble is much greater than that on the lherzolite and amphibolite.
    publisherASCE
    titleExperimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments
    typeJournal Paper
    journal volume20
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001779
    page15
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    contenttypeFulltext
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