ORIGINAL RESEARCH article
Front. Mater.
Sec. Structural Materials
Volume 12 - 2025 | doi: 10.3389/fmats.2025.1569566
The physicomechanical characteristics and mix proportions of a new transparent cemented soil: similar material tests and ANOVA/ ANOR analyses
Provisionally accepted
Shengya He1Hengyi Li1Liang Ye1He Huang1Wei Peng1
Peng Xie2,3*
Zhijia Wang2Youliang Zhang2Shu Lin2Haijia Wen3- 1Guangzhou Metro Design & Research Institute Co., Ltd, guangzhou, China
- 2Hainan University, Haikou, China
- 3School of Civil Engineering, Chongqing University, Chongqing, China
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During a tunnel excavation in a soft soil stratum, a transparent model test can present the whole failure process, and a similar transparent material with stable physical and mechanical properties is the premise for valid experimental results. Therefore, a new similar transparent material was developed, where fused quartz sand was coarse aggregate, nanoscale hydrophobic fumed silica powder was the binder, and the mixture of n-dodecane and 15# white oil was pore fluid. The developed similar transparent material's main parameters, including unit weight, internal friction angle, cohesion, and compression modulus. Further, the consistency between similar transparent material and natural soft soil was verified in three aspects: physical nature, compression strength characteristics, and shear properties. Finally, the appropriate adjustment measures were proposed based on the results of analysis of variance (ANOVA) and analysis of range (ANOR) analyses to meet the similarity demands of parameters under different engineering conditions.
Keywords: Similar material, Transparent cemented soil, Similarity theory, Soft soil stratum, sensitivity analysis, mixing proportion
Received: 01 Feb 2025; Accepted: 14 Apr 2025.
Copyright: © 2025 He, Li, Ye, Huang, Peng, Xie, Wang, Zhang, Lin and Wen. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence: Peng Xie, Hainan University, Haikou, China
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