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

AN Ran; CAI Sutong; ZHANG Xianwei; GAO Haodong; YAO Miao; LIU Kui

doi:10.16552/j.cnki.issn1001-1625.2024.1338

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 Ran^1,2、*, 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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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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