Annnals of Civil and Environmental Engineering

Cement Solidification of Heavy Metal Contaminated Soil Enhancing Strength and Reducing Leaching Risks

Introduction

Study Overview Cement-Based Stabilization of Contaminated Soil

The research investigated clayey soil contaminated with heavy metals collected from Shanghai. Laboratory tests were conducted to evaluate:

  • Unconfined Compressive Strength (UCS)
  • Moisture content and dry density
  • Synthetic Precipitation Leaching Procedure (SPLP)
  • Microstructural analysis using SEM

Heavy Metal Contamination: Why It Matters

Heavy metals in soil pose severe ecological and human health risks. According to the United States Environmental Protection Agency, prolonged exposure to heavy metals can contaminate groundwater, reduce soil fertility, and threaten food safety.

In the studied soil:

  • Pb, Zn, and Cd concentrations exceeded background values.
  • Urban industrial activities were identified as major contributors.
  • Without treatment, such soils present long-term environmental hazards.

How Cement Solidification Works

Cement stabilization, also known as solidification/stabilization (S/S), immobilizes heavy metals through:

  • Chemical precipitation (formation of metal hydroxides)
  • Encapsulation within hydration products
  • Reduced permeability and leachability
  • Increased structural integrity

Two cement contents (4% and 8%) were tested over curing periods of 7, 14, and 21 days.

Strength Improvement (UCS Results)

  • Cement-treated soil showed significantly higher strength than untreated soil.
  • 8% cement samples had up to 5 times greater strength than 4% samples.
  • After 21 days of curing:
    • 4% cement samples increased strength by 40%.
    • 8% cement samples increased strength by 15%.

This demonstrates that curing time and cement dosage directly influence compressive strength development.

Reduction in Heavy Metal Leaching

SPLP testing revealed:

  • Leached concentrations of Pb, Zn, Cd, Cr, and Cu decreased with curing time.
  • 8% cement samples performed better than 4%.
  • After 21 days, leached concentrations met regulatory standards.

This confirms that cement hydration products effectively immobilize heavy metals, reducing groundwater contamination risk.

Improved Soil Density and Microstructure

  • Moisture content decreased over time due to hydration reactions.
  • Dry density increased as cement products filled void spaces.
  • SEM images showed formation of calcium silicate hydrate (C-S-H) and ettringite, strengthening the soil matrix.

These microstructural changes explain both the mechanical and environmental performance improvements.

Strength–Leaching Correlation

The study proposed an empirical equation linking:

  • Unconfined compressive strength (qu)
  • Secant modulus (E50)
  • Heavy metal leaching concentration

A strong linear relationship between strength gain and reduced leaching was observed an important contribution to predictive environmental geotechnics.

Broader Environmental Implications

Cement solidification offers a cost-effective and scalable remediation solution for:

  • Urban brownfield redevelopment
  • Industrial site restoration
  • Infrastructure projects on contaminated land
  • Sustainable land reuse strategies

Organizations such as the World Health Organization emphasize minimizing environmental exposure to toxic metals to protect public health. Cement stabilization aligns with global sustainability and environmental protection goals.

Practical Advantages of Cement Stabilization

  • Increased bearing capacity Reduced permeability
  • Decreased heavy metal mobility
  • Faster site reuse potential
  • Compliance with environmental standards

Key Takeaways

  • Cement content and curing time are critical to remediation success.
  • 8% cement dosage provided superior strength and immobilization.
  • Leaching reduction exceeded 90% for most heavy metals after 7 days.
  • Cement-based S/S is a reliable technique for contaminated clay soils

Disclaimer: This content is generated using AI assistance and should be reviewed for accuracy and compliance before considering this article and its contents as a reference. Any mishaps or grievances raised due to the reusing of this material will not be handled by the author of this article.