Dynamic Evolution of Cracks in Slag-Modified Soil under Uniaxial Loading Using Real-Time X-Ray Computed Tomography-Reference-Cited by-同舟云学术

Dynamic Evolution of Cracks in Slag-Modified Soil under Uniaxial Loading Using Real-Time X-Ray Computed Tomography

Published:2023-06 Issue:6 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

An Ran¹^ORCID,Zhang Xianwei²^ORCID,Wang Yixian³,Chen Cheng⁴,Chen Xin⁵

Affiliation:

1. Associate Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China; Associate Professor, College of Urban Construction, Wuhan Univ. of Science and Technology, Wuhan 430065, China (corresponding author). ORCID: .

2. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

3. Professor, School of Civil and Hydraulic Engineering, Hefei Univ. of Technology, Hefei 230009, China.

4. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

5. Ph.D. Candidate, College of Urban Construction, Wuhan Univ. of Science and Technology, Wuhan 430065, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-14491

Reference37 articles.

1. Effects of dry-wet cycles on three-dimensional pore structure and permeability characteristics of granite residual soil using X-ray micro computed tomography

2. Artificial ground freezing impact on shear strength and microstructure of granite residual soil under an extremely low temperature;An R.;Front. Earth Sci.,2021

3. Behavior of Expansive Soil Treated with Steel Slag, Rice Husk Ash, and Lime

4. Three-dimensional microstructural investigation of high magnetization nano–micro composite fluids using x-ray microcomputed tomography

5. Impact of Biocompatible Nanosilica on Green Stabilization of Subgrade Soil

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