# Establishment of Solid–Liquid–Solid Double-Layer Model of Silicon–Aluminum Phase in Mixed-Medium and Synergistic Stabilization Experimental Study

## TL;DR

This study proposes a new model for stabilizing construction and solid waste using a dual-layer approach, improving strength and resource efficiency.

## Contribution

A novel solid–liquid–solid dual-layer model for silicon–aluminum-phase materials is introduced for synergistic waste stabilization.

## Key findings

- Stabilized soil showed 1.44 MPa unconfined compressive strength at 28 days, much higher than undisturbed clay.
- SEM analysis revealed a tightly woven, high-strength network structure in the modified soil.
- The method offers a viable solution for resource utilization and waste treatment in engineering.

## Abstract

The issue of low resource utilization rate and high treatment cost in the disposal of construction waste and solid waste was a challenging problem. In order to seek a synergistic and efficient treatment method, based on the similarity of microstructural characteristics between clay, solid waste, and lithium slag particles, a dual-layer theory and model was used to conduct adaptive analysis at the electrochemical level, studying the solid–liquid–solid dual-layer theoretical model suitable for silicon–aluminum-phase materials. At the same time, the phenomenon of particle interface contact and the influence mechanism of ion adsorption on the surface of particles in the liquid phase were discussed, analyzing the ion selection mechanism for regulating the dual-layer of silicon–aluminum-phase materials and studying the method of clay-modified stabilization based on solid waste. Further laboratory tests and microscopic analyses were conducted to determine the engineering properties of the soil stabilized by the clay–solid waste synergistic stabilization and verified the effectiveness of the method. The research results showed that the trial soil stabilized by the theoretical model guidance was significantly stronger in unconfined compressive strength (1.44 MPa at 28 days) than the undisturbed clay (0.26 MPa at 28 days), and the scanning electron microscope (SEM) microscopic analysis results showed that the microscopic morphology of the modified stabilized soil specimen was tightly woven with a high-strength network-like structure. The research provided a theoretical basis and experimental reference for the synergistic treatment and resource utilization of waste soft soil and solid waste engineering problems.