Determination of Johnson-Holmquist-Ⅱ Constitutive Model Parameters and Study on Tunnel Surrounding Rock Damage under Coupling of Dynamic and Static Loads

WU Bo; REN Zi-ming; LIU Cong; XU Shi-xiang; XIA Cheng-ming; ZHUANG Yan-zhen; LIN Feng

doi:10.3963/j.issn.1001-487x.2023.03.010

Blasting, Volume. 40, Issue 3, 68(2023)

Determination of Johnson-Holmquist-Ⅱ Constitutive Model Parameters and Study on Tunnel Surrounding Rock Damage under Coupling of Dynamic and Static Loads

WU Bo¹, REN Zi-ming¹, LIU Cong¹, XU Shi-xiang², XIA Cheng-ming³, ZHUANG Yan-zhen³, and LIN Feng³

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¹[in Chinese]

²[in Chinese]

³[in Chinese]

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WU Bo, REN Zi-ming, LIU Cong, XU Shi-xiang, XIA Cheng-ming, ZHUANG Yan-zhen, LIN Feng. Determination of Johnson-Holmquist-Ⅱ Constitutive Model Parameters and Study on Tunnel Surrounding Rock Damage under Coupling of Dynamic and Static Loads[J]. Blasting, 2023, 40(3): 68

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Received: Sep. 1, 2022

Accepted: --

Published Online: Jan. 15, 2024

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DOI:10.3963/j.issn.1001-487x.2023.03.010

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