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    Elastic–Plastic Deformation and Failure Mechanisms of Hot Dry Rock Containing Prefabricated Fractures: An Experimental Study

    Source: Journal of Energy Resources Technology, Part B: Subsurface Energy and Carbon Capture:;2026:;volume( 002 ):;issue:002::page 1
    Author:
    Yang, Zirui
    ,
    Wang, Daobing
    ,
    Sun, Jinsheng
    ,
    Huang, Xianbin
    ,
    Wang, Jintang
    ,
    Huo, Tingwang
    ,
    Liu, Chang
    DOI: 10.1115/1.4070488
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Abstract. In deep hot dry rock formations, the widespread occurrence of natural fractures significantly affects the deformation and failure behaviors of the rock mass. While previous research has primarily focused on the mechanical behavior of intact rock under high-temperature and high-pressure conditions, the underlying mechanisms of elastic–plastic deformation and failure in hot dry rock containing preexisting fractures remain insufficiently investigated. This study provides an in-depth analysis of the elastic–plastic deformation and failure characteristics of hot dry rock with prefabricated fractures under high-temperature and high-pressure environments. The research employs advanced experimental techniques, including pore-permeability analysis, thermal conductivity measurement, spontaneous imbibition, and high-temperature, high-pressure triaxial compression testing, complemented by methods such as computed tomography scanning, ultrasonic velocity monitoring, and nuclear magnetic resonance. The results indicate that the presence of preexisting fractures reduces the overall strength of the rock, but compressive strength increases as the fracture inclination angle increases. The rock's elastic–plastic deformation capacity also increases with the dip angle. Energy analysis reveals that, although the total energy, elastic strain energy, and dissipated energy of fractured rocks are lower than those of intact rocks, all three parameters show an increasing trend with higher fracture inclination. In terms of damage factors, the weakening effect of prefabricated fractures on the rock diminishes as the fracture dip angle increases. Regarding failure modes, rocks with prefabricated fractures predominantly exhibit splitting failure. These findings enhance the theoretical understanding of the elastic–plastic deformation and failure behaviors of hot dry rock with preexisting fractures under high-temperature and high-pressure conditions.
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      Elastic–Plastic Deformation and Failure Mechanisms of Hot Dry Rock Containing Prefabricated Fractures: An Experimental Study

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4315459
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    • Journal of Energy Resources Technology, Part B: Subsurface Energy and Carbon Capture

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    contributor authorYang, Zirui
    contributor authorWang, Daobing
    contributor authorSun, Jinsheng
    contributor authorHuang, Xianbin
    contributor authorWang, Jintang
    contributor authorHuo, Tingwang
    contributor authorLiu, Chang
    date accessioned2026-08-23T07:41:40Z
    date available2026-08-23T07:41:40Z
    date copyright2026/04/01
    date issued2026
    identifier issn2998-1638
    identifier otherjertb-25-1171.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4315459
    description abstractAbstract. In deep hot dry rock formations, the widespread occurrence of natural fractures significantly affects the deformation and failure behaviors of the rock mass. While previous research has primarily focused on the mechanical behavior of intact rock under high-temperature and high-pressure conditions, the underlying mechanisms of elastic–plastic deformation and failure in hot dry rock containing preexisting fractures remain insufficiently investigated. This study provides an in-depth analysis of the elastic–plastic deformation and failure characteristics of hot dry rock with prefabricated fractures under high-temperature and high-pressure environments. The research employs advanced experimental techniques, including pore-permeability analysis, thermal conductivity measurement, spontaneous imbibition, and high-temperature, high-pressure triaxial compression testing, complemented by methods such as computed tomography scanning, ultrasonic velocity monitoring, and nuclear magnetic resonance. The results indicate that the presence of preexisting fractures reduces the overall strength of the rock, but compressive strength increases as the fracture inclination angle increases. The rock's elastic–plastic deformation capacity also increases with the dip angle. Energy analysis reveals that, although the total energy, elastic strain energy, and dissipated energy of fractured rocks are lower than those of intact rocks, all three parameters show an increasing trend with higher fracture inclination. In terms of damage factors, the weakening effect of prefabricated fractures on the rock diminishes as the fracture dip angle increases. Regarding failure modes, rocks with prefabricated fractures predominantly exhibit splitting failure. These findings enhance the theoretical understanding of the elastic–plastic deformation and failure behaviors of hot dry rock with preexisting fractures under high-temperature and high-pressure conditions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleElastic–Plastic Deformation and Failure Mechanisms of Hot Dry Rock Containing Prefabricated Fractures: An Experimental Study
    typeJournal Paper
    journal volume2
    journal issue2
    journal titleJournal of Energy Resources Technology, Part B: Subsurface Energy and Carbon Capture
    identifier doi10.1115/1.4070488
    journal fristpage1
    journal lastpage20
    page20
    treeJournal of Energy Resources Technology, Part B: Subsurface Energy and Carbon Capture:;2026:;volume( 002 ):;issue:002
    contenttypeFulltext
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