Journal Published Online: 03 December 2025
Volume , Issue

Multiscale Mechanism of PAM Improvement for Sandy Soil in Shield Tunneling

CODEN: JTEVAB

Abstract

This study applies polyacrylamide (PAM) solution to improve shield tunnel sandy soil. A multiscale analysis method, including macroscopic experiments, microscopic characterization, and molecular dynamics (MD) simulations, was employed to investigate the interfacial interaction between PAM molecules and shield soil particles, as well as the improvement mechanism. On the macroscopic scale, slump, permeability, and direct shear tests reveal that the optimal improvement conditions for the PAM solution are a concentration of 0.5 % and an injection ratio of 25 %. On the microscopic scale, scanning electron microscopy, X-ray diffraction, and Fourier transform infrared spectroscopy techniques were used to uncover the microscopic mechanisms before and after the PAM treatment. The results show that the polar groups in the PAM molecules interact with the hydroxyl groups on the surface of the sandy soil particles, forming a flexible film resembling a cementing agent on the surface, filling the pores and improving the transition zone between particles. On the nanoscale, based on MD simulations, a (PAM, H2O)/α-SiO2 molecular interface model was established to quantify the interfacial interaction between PAM molecules and sandy soil particles. The findings show that the polar groups in the PAM molecules enhance the interfacial bonding force with the α-SiO2 surface through hydrogen bonds. PAM molecules form a stable adsorption layer on the surface of sandy soil, limiting their movement and enhancing the interface stability, revealing the molecular-level mechanism of PAM solution in improving sandy soil.

Author Information

Zhai, Shufang
College of Civil Engineering, Henan University of Technology, Zhengzhou, China
Li, Kang
College of Civil Engineering, Henan University of Technology, Zhengzhou, China
Liu, Yanxing
College of Civil Engineering, Henan University of Technology, Zhengzhou, China
Wang, Yihan
College of Civil Engineering, Henan University of Technology, Zhengzhou, China
Zhang, Xiaonan
College of Civil Engineering, Henan University of Technology, Zhengzhou, China
Tian, Boning
College of Civil Engineering, Henan University of Technology, Zhengzhou, China
Pages: 21
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Stock #: JTE20250126
ISSN: 0090-3973
DOI: 10.1520/JTE20250126