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  1. No Access

    Article

    Time-dependent failure characteristics of natural jointed granite of deep tunnel under different dip angles conditions

    To investigate the time-dependent characteristics of jointed rock masses, a series of single-step true triaxial creep tests were conducted on natural jointed granite samples under different dip angles conditio...

    Mengfei Jiang, **a-Ting Feng, Jun Zhao, Chengxiang Yang, Gang Wang in Acta Geotechnica (2024)

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    Article

    Study on Warning Method for Fault Rockburst in Deep TBM Tunnels

    Fault rockburst warning has always been challenging in deep tunnel engineering, and there is no quantitative warning method for deep tunnel boring machine (TBM) tunnels. This study clarified the geological cha...

    Yu Zhang, **a-Ting Feng, Zhibin Yao, Wei Zhang in Rock Mechanics and Rock Engineering (2024)

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    Article

    The Floor Heave Mechanism of a Deep Clastic Rock Tunnel in Southwest China: An Experimental Study Based on Excavation Stress Paths

    Excavation in deep weak rock engineering can significantly alter the stress state in the surrounding rock, often leading to varying degrees of floor heave. The excavation stress paths from the immediate floor ...

    Feiyan Wang, **a-Ting Feng, Yangyi Zhou in Rock Mechanics and Rock Engineering (2024)

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    Article

    Influence of excavation stress paths on failure feature of deep hard rocks

    The fracture of the surrounding rock in deep hard rock engineering is influenced by the stress path during excavation. Taking the stress path as the only variable, a true triaxial experimental system was used ...

    Liangjie Gu, **a-Ting Feng, Rui Kong, Chengxiang Yang, Qiang Han in Acta Geotechnica (2024)

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    Article

    Effect of lateral stress on shear strength of jointed hard rocks in true triaxial single-shear test

    Shear failure along joints is one of the typical failure modes in deep underground rock masses, and indoor direct shear tests are commonly used to study the shear mechanical behavior of joints. However, deep u...

    Gang Wang, **a-Ting Feng, Chengxiang Yang in Bulletin of Engineering Geology and the En… (2023)

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    Article

    Excavation Stress Path Induced Fracturing Mechanism of Hard Rock in Deep Tunnel

    Excavation of deep hard rock tunnels disturbs the initial stress imbalance, which can lead to rockburst, spalling and/or collapse. The disasters are related not only to the strength of the rock mass, but also ...

    Liangjie Gu, **a-Ting Feng, Rui Kong in Rock Mechanics and Rock Engineering (2023)

  7. No Access

    Article

    Time-dependent failure characteristics of excavated rock masses in deep buried engineering: a field case and experimental study

    After engineering excavation, high axial stress makes hard rock to also have significant rheological behaviors that can lead to long-term instability. In order to study the long-term mechanical characteristics...

    Jun Zhao, **ating Feng, Haosen Guo in Bulletin of Engineering Geology and the En… (2022)

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    Article

    A Novel 3D Printing Technology for Synthetic Hard Rock and the Fabrication of **** Marble

    This paper presents a novel 3D printing technology for synthetic hard rock based on self-developed 3D printing equipment and a systematic 3D printing method. The 3D printing equipment adopts a wet-material ext...

    Shiming Mei, **a-Ting Feng, Zhengwei Li in Rock Mechanics and Rock Engineering (2022)

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    Article

    Experimental Study of the Mechanical Characteristics of **** Marble Under Multi-stage True Triaxial Compression Testing

    Because true triaxial compression testing is generally more complicated, time-consuming, and expensive than conventional triaxial compression testing, further research is needed to reduce the cost and time of ...

    Gang Wang, **a-Ting Feng, Chengxiang Yang, Qiang Han in Rock Mechanics and Rock Engineering (2022)

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    Article

    Evaluation of the Crack Propagation Capacity of Hard Rock Based on Stress-Induced Deformation Anisotropy and the Propagation Angle of Volumetric Strain

    The occurrence of various types of disasters in deep underground engineering is related not only to the strength of the rock mass but also to the crack propagation capacity (CPC) under corresponding stress con...

    Qiang Han, **a-Ting Feng, Chengxiang Yang, Rui Kong in Rock Mechanics and Rock Engineering (2021)

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    Article

    Experimental Study on the Failure Characteristics of Granite Subjected to Weak Dynamic Disturbance Under Different σ3 Conditions

    During underground excavation, rocks are generally subjected to weak dynamic disturbances caused by blasting, machine vibration, rockburst. To investigate the failure characteristics of hard rock subjected to ...

    Jianqing Jiang, **a-Ting Feng, Chengxiang Yang in Rock Mechanics and Rock Engineering (2021)

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    Article

    Modelling three-dimensional stress-dependent failure of hard rocks

    Hard rocks exhibit three-dimensional (3D) stress-dependent failure under true triaxial compression. The deformability and strength of hard rocks under true triaxial compression differ from those under traditio...

    **a-Ting Feng, Zhaofeng Wang, Yangyi Zhou, Chengxiang Yang in Acta Geotechnica (2021)

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    Article

    Co-blending based tribasic PEO-PS-PMMA gel polymer electrolyte for quasi-solid-state lithium metal batteries

    A novel polymer film is developed by trap** tribasic gel polymer electrolyte (GPE), which blended the polyethylene glycol (PEO), polystyrene (PS), and poly(methyl methacrylate) (PMMA). The properties of the ...

    Shusen Kang, Zelin Yang, Chengxiang Yang, Shan Zhao, Ningning Wu, Fuliang Liu in Ionics (2021)

  14. No Access

    Article

    Study on Time-Dependent Fracturing Behaviour for Three Different Hard Rock Under High True Triaxial Stress

    True triaxial short-term and long-term tests were conducted on three different types of hard rocks, namely, marble, basalt and granite. During true triaxial long-term creep tests, the crack evolution informati...

    Jun Zhao, **a-Ting Feng, Chengxiang Yang in Rock Mechanics and Rock Engineering (2021)

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    Article

    Evaluation Method of Rock Brittleness under True Triaxial Stress States Based on Pre-peak Deformation Characteristic and Post-peak Energy Evolution

    Deep rock masses are in true triaxial stress (TTS) fields, and few studies have examined the brittleness evaluation of rock under TTS thus far. In particular, research has not been conducted on the brittleness...

    Yan Zhang, **a-Ting Feng, Chengxiang Yang, Qiang Han in Rock Mechanics and Rock Engineering (2021)

  16. No Access

    Article

    Influence of Loading and Unloading Stress Paths on the Deformation and Failure Features of **** Marble Under True Triaxial Compression

    To study the difference in the failures of laboratories #7 and #8 of the China **** Underground Laboratory Phase II (CJPL-II), different loading and unloading stress path tests were carried out under a true...

    **a-Ting Feng, Hong Xu, Chengxiang Yang, **wei Zhang in Rock Mechanics and Rock Engineering (2020)

  17. No Access

    Article

    A Three-Dimensional Failure Criterion for Hard Rocks Under True Triaxial Compression

    **a-Ting Feng, Rui Kong, Chengxiang Yang in Rock Mechanics and Rock Engineering (2020)

  18. No Access

    Article

    A Novel Application of Strain Energy for Fracturing Process Analysis of Hard Rock Under True Triaxial Compression

    Energy principles, which can favorably explain the complete rock failure process, are one of the most reliable analysis approaches in rock mechanics and engineering. In this study, a strain energy approach und...

    Yan Zhang, **a-Ting Feng, **wei Zhang, Zhaofeng Wang in Rock Mechanics and Rock Engineering (2019)

  19. No Access

    Article

    Experimental Study of Failure Differences in Hard Rock Under True Triaxial Compression

    In view of a previous study of the intermediate principal stress effect at a limited σ2 range, a series of true triaxial tests, covering a full range of intermediate principal stresses that vary from the generali...

    **a-Ting Feng, Rui Kong, **wei Zhang in Rock Mechanics and Rock Engineering (2019)

  20. No Access

    Article

    Convenient preparation of nitrogen-doped activated carbon from Macadamia nutshell and its application in supercapacitor

    Nitrogen-doped activated carbon has been successfully prepared via a convenient buried-type chemical activation technology, by using Macadamia nutshell as carbon source, melamine as nitrogen source and KOH as ...

    Zesheng Li, Qijun Liang, Chengxiang Yang in Journal of Materials Science: Materials in… (2017)

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