Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression-Reference-Cited by-同舟云学术

Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression

Published:2023-06-24 Issue:8 Volume:27 Page:3255-3269
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Gao Zhiao^ORCID,Kong Lingwei^ORCID,Zhou Zhenhua^ORCID,Wang Shuangjiao^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-023-0134-9.pdf

Reference40 articles.

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2. Bai W, Kong LW, Guo AG, Lin RB (2017) Stress-strain-electrical evolution properties and damage-evolution equation of lateritic soil under uniaxial compression. Journal of Testing and Evaluation 45(4):1247–1260, DOI: https://doi.org/10.1520/JTE20150237

3. Cheng ZL, Gong BW, Hu B (2015) Shear strength of expansive soil and its test method. Rock and Soil Mechanics 37(S1):11–15, DOI: https://doi.org/10.11779/CJGE2015S1003 (in Chinese)

4. Cheng Y, Xu Y, Wang L, Wang L (2022) Stability of expansive soil slopes reinforced with anchor cables based on rotational-translational mechanisms. Computers and Geotechnics 146:104747, DOI: https://doi.org/10.1016/j.compgeo.2022.104747

5. Dai ZJ, Guo JH, Luo HM, Li J, Chen SX (2020) Strength characteristics and slope stability analysis of expansive soil with filled fissures. Appllied Sciences 10(13):4616, DOI: https://doi.org/10.3390/app10134616

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