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首页> 外文期刊>Tunnelling and underground space technology >Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth
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Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth

机译:中国荆棘地下实验室原位剥落的形态特征和Fractography分析

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摘要

Brittle spalling of hard rock is a typical failure in deep underground engineering that induces challenges for construction safety. Seventy marble spalling samples were collected from the China Jinping Underground Laboratory Phase-II (CJPL-II) to analyse their mesoscopic morphology and failure mechanism. The 3D scanning and corresponding statistical analysis indicated that the spalling surfaces were not smooth but with low roughness and evident anisotropy, and that the morphological transition (i.e. from the mirror zone to the mist zone then to the hackle zone) on the spalling surface was observed. The fractography of the CJPL-II spalling samples showed typical features of brittle fracture dominated by the granular morphology of intergranular fracture based on the Scanning Electron Microscope technology. What's more, the simulated spalling by the laboratorial true triaxial unloading tests showed similar morphology with that of CJPL-II spalling. Moreover, by comparing the marble spalling samples with other granite spalling and basalt sapling samples, the effect of the mineral particle size of the surrounding rock on the roughness of the spalling slice was discussed. This study deepens the understanding of the in-situ spalling mechanism of hard rock under high geostress conditions.
机译:硬岩的脆性剥落是深层地下工程中的典型故障,从而促使建筑安全性挑战。从中国金平地下实验室期 - II(CJPL-II)收集了七十个大理石剥落样品,以分析其介观形态和失效机制。 3D扫描和相应的统计分析表明,剥落表面不光滑但具有低粗糙度和明显的各向异性,并且观察到在剥落表面上的形态过渡(即从镜子区到雾区) 。 CJPL-II剥落样品的断裂结果显示了基于扫描电子显微镜技术的晶间骨折的颗粒形态为主的脆性骨折的典型特征。更重要的是,实验室真正的三轴卸载试验模拟剥落表现出与CJPL-II剥落相似的形态。此外,通过将大理石剥落样品与其他花岗岩剥落和玄武岩树苗样品进行比较,讨论了周围岩石的矿物粒度对剥落切片粗糙度的影响。本研究深化了在高地距离条件下对硬岩原位剥落机制的理解。

著录项

  • 来源
    《Tunnelling and underground space technology》 |2021年第12期|104194.1-104194.16|共16页
  • 作者单位

    Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China;

    Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China|Univ Chinese Acad Sci Beijing 100049 Peoples R China;

    Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China;

    Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China;

    Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China;

    Chinese Acad Sci Inst Rock & Soil Mech State Key Lab Geomech & Geotech Engn Wuhan 430071 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Underground engineering; Rock spalling; Surface morphology; Branching criterion; Roughness anisotropy;

    机译:地下工程;岩石拼接;表面形态;分支标准;粗糙度各向异性;

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