Geotechnical Model Testing with High-Strength Gypsum Similar Materials: A Case Study on Quartzite-Like Formulations

Authors

  • Yixiang Wang
  • Dongwei Xing
  • Yi Zhou
  • Ping Yang

DOI:

https://doi.org/10.54097/7z49bg49

Keywords:

High-Strength Gypsum; Similar Materials; Geomechanical Model Tests; Quartzite; Mechanical parameters.

Abstract

 This paper explores the formulation and optimization of high-strength gypsum-based similar materials for geomechanical model tests, with a specific focus on their application in simulating conditions analogous to quartzite. Employing an orthogonal experimental design, key factors such as quartz sand-to-gypsum ratio, cement-to-gypsum ratio, and barite content were systematically varied. Through a series of indoor experiments, comprehensive assessments of physical and mechanical properties, including density and compressive strength, were conducted for diverse material ratios. The results reveal a broad spectrum of physical and mechanical indicators, aligning with the requisites for model tests across varying similarity ratios. Notably, a high-strength gypsum formulation yielding a uniaxial compressive strength within the precise range of 10~20 MPa was identified, providing valuable insights for researchers engaged in hard rock model tests using similar materials. The study underscores the influential roles of barite content, quartz sand-to-gypsum ratio, and cement-to-gypsum ratio on the density and compressive strength of similar materials. This research contributes essential data for the application of high-strength gypsum in geotechnical model testing, particularly in replicating the mechanical behavior of quartzite.

Downloads

Download data is not yet available.

References

Z. D. Su, S. Z. Zhou, C. H. Wang, et al. A review of the selection and application of experimental materials in the study of physical simulation of engineering rock masses. [J]. Geological Review. 2023, 69 (03):1133-1149.

B.S. Wu, H.H. Zhu, Q.W. Xu, et al. Experimental study of similar material for weak surrounding rock mass of class IV. [J]. Rock and Soil Mechanics. 2013, 34 (S1): 109–116.

X.M. Shi, B.G. Liu, J. Xiao. A method for determining the ratio of similar materials with cement and plaster as bonding agents. [J]. Rock and Soil Mechanics. 2015 36(05): 1357–1362.

L. Y. Yang, R. S. Yang, J. H. Ma, et al. Development of a model test system for deep mine construction[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(7): 1424-1431.

Y.B. Ning, H.M. Tang, B.C. Zhang, et al. Investigation of the rock similar material proportion based on orthogonal design and its application in base friction physical model tests. [J]. Rock and Soil Mechanics, 2020,41(06):2009-2020.

X. Ren, H. R. Wang, X.H. Li, et al. Similar Materials of Mudstone in Bad-geological Model Tests of Rock Slopes. [J]. Nonferrous Metals Engineering. Nonferrous Metals Engineering, 2022, 12(07): 158-162+171.

X. Huang, J. Huang. Study on the proportion of similar materials in physical simulation of low strength and high brittleness rockfall. [J]. Journal of Geological Hazards and Environment Preservation, 2022, 33(02):21-26

Z. Q. Ren, Z. Song, Q. W. Lin, et al. A study of the similar material characteristics of fragmenting rock mass physical model. [J]. Hydrogeology & engineering geology. 2021, 48(02): 132-142.

J. C. Cai. Research on mechanical behavior and stability of anti-dip rock slope in the whole process of flexible flexural toppling. [D]. Sichuan: Chengdu university of Technology. 2020.

Downloads

Published

12-03-2024

Issue

Section

Articles

How to Cite

Wang, Y., Xing, D., Zhou, Y., & Yang, P. (2024). Geotechnical Model Testing with High-Strength Gypsum Similar Materials: A Case Study on Quartzite-Like Formulations. Academic Journal of Science and Technology, 9(3), 246-250. https://doi.org/10.54097/7z49bg49