eLibrary
  • Home
  • Sources
  • Search
  • About

Simulation Study of Loess Split Grouting based on Discrete Element Method

Chong Wang
Frontiers in Science and Engineering, (2023), Vol.3, No.2, pp.26-31
Published: February 20, 2023
DOI: 10.54691/fse.v3i2.3778
PDF: Download Full Text PDF
Abstract

Split grouting is a common method of stratum reinforcement. However, due to the concealment of grouting itself, it is difficult to observe the slurry diffusion of split grouting. Therefore, this paper uses PFC2D software to simulate the split grouting in loess to study the diffusion law of slurry and the change of formation porosity. The research results show that the number of fracturing cracks increases with the increase of time. The porosity of soil mass changes obviously after the first fracturing, and the change rate of porosity increases after the second fracturing. With the increase of the initial grouting pressure, the number of splitting cracks is increasing, and the change rate of soil porosity is also accelerating.

Keywords: Split Grouting; PFC2D; Numerical Simulation.
APA Citation: Chong Wang (2023). Simulation Study of Loess Split Grouting based on Discrete Element Method. Frontiers in Science and Engineering, 3(2), 26-31. https://doi.org/10.54691/fse.v3i2.3778

References

  1. P Sun, M Zhang, J Jia, X Cheng, L Zhu, Q Xue, J Wang. Geo-hazards research and investigation in the loess regions of western china. Northwestern Geology. Vol. 55 (2022) No.3, p.96-107.
  2. J Zhang. Numerical simulation of fracture grouting in loess. Value Engineering. Vol. 41 (2022) No.16, p.89-92.
  3. J Zhou, Y Chi, Y Chi, J Xu. The method of particle flow and PFC2D code. Rock and Soil Mechanics. (2000) No.03, p.271-274.
  4. J Zhou, G Zhang. Ge Meso-mechanics simulation of seepage with particle flow code. Journal of Hydraulic Engineering. (2006) No.01, p.28-32.
  5. F Sun, D Zhang, T Chen, X Zhang. Meso-mechanical simulation of fracture grouting in soil. Chinese Journal of Geotechnical Engineering. Vol. 32 (2010) No.03, p.474-480.
  6. G Zheng, X Zhang, Meso-mechanical simulation of fracture grouting using particle flow code in two dimensions. Journal of Xiamen University (Natural Science). Vol. 54 (2015) No.06, p.905-912.
  7. J Zhou, Y Chi. Simulating soil properties by particle flow code. Acta Mechanica Solida Sinica. (2004) No.04, p.377-382.
© 2026 eLibrary ยท Stand on the shoulders of giants