Bulletin of the Chinese Ceramic Society, Volume. 44, Issue 4, 1495(2025)

Microscopic Cracks and Damage Model of Slag Stabilized Soil Based on Uniaxial Compression and CT Scanning

AN Ran1,2、*, CAI Sutong1, ZHANG Xianwei3, GAO Haodong3, YAO Miao4, and LIU Kui4
Author Affiliations
  • 1College of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China
  • 2College of Civil Engineering, Hefei University of Technology, Hefei 230009, China
  • 3State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • 4China DK Comprehensive Engineering Investigate and Design Research Institute Co., Ltd., Xi’an 710001, China
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    [12] [12] SUN X K, LI X, ZHENG B, et al. Study on the progressive fracturing in soil and rock mixture under uniaxial compression conditions by CT scanning[J]. Engineering Geology, 2020, 279: 105884.

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    AN Ran, CAI Sutong, ZHANG Xianwei, GAO Haodong, YAO Miao, LIU Kui. Microscopic Cracks and Damage Model of Slag Stabilized Soil Based on Uniaxial Compression and CT Scanning[J]. Bulletin of the Chinese Ceramic Society, 2025, 44(4): 1495

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    Paper Information

    Received: Nov. 8, 2024

    Accepted: May. 26, 2025

    Published Online: May. 26, 2025

    The Author Email: AN Ran (anran@wust.edu.cn)

    DOI:10.16552/j.cnki.issn1001-1625.2024.1338

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