Concrete Waterproofing by Crystallization™

TESTS REPORTS SERIES

Chloride Resistance in Concrete: A Long-Term Field Study in a Marine Structure

Introduction

Chloride ingress is a leading cause of reinforcement corrosion in concrete structures exposed to aggressive environments, including marine and coastal conditions (ACI 222R) and de-icing salts. This study evaluates the long-term chloride resistance of Xypex-treated concrete panels installed in 1995 at the Lascelles Wharf, Port of Geelong, Australia. These panels have been subjected to a highly aggressive marine environment—positioned in the splash zone—and exposed to bulk chemicals and fertilizers from port off-loading operations. Chloride penetration analyses conducted in 2014 (CHEM-142) and 2021 (CHEM-155) provide a comparative assessment of Xypex crystalline technology’s effectiveness in preventing chloride-induced deterioration.

Experimental Procedure

The chloride penetration assessment was conducted using the following approach:

  • Core Sampling: Chloride profiles were generated from core samples extracted from Xypex-treated concrete slabs.
  • Acid-Soluble Chloride Analysis: Chloride content was measured at various depth intervals to assess ingress patterns.
  • Diffusion Coefficient Calculation: The effective diffusion coefficient was determined from the chloride concentration gradients.
  • Threshold Benchmarking: Chloride concentrations at reinforcement depth were compared to the 0.4% threshold to assess the risk of corrosion initiation.
A worker drills concrete cores from the surface of the Lascelles Wharf, Australia, to perform independent testing.
A worker drills concrete cores for independent testing at Lascelles Wharf, Australia.

Results and Discussion: 2014 vs. 2021

The chloride diffusion profiles indicate that chloride concentrations at reinforcement depth remained well below the corrosion threshold in both 2014 and 2021. The calculated diffusion coefficient showed remarkable decrease, signifying that Xypex-treated concrete improves its suppression of chloride ingress over time, with no evident degradation in protection performance.

A bar graph comparing chloride concentration at different depths in concrete, based on test data from 2014 and 2021 at Lascelles Wharf, Geelong, Australia. The graph shows chloride concentration decreasing with depth, with 2021 values generally lower than 2014.
Chloride concentration at different depths in concrete at Lascelles Wharf, Geelong, Australia—Comparison of test data from 2014 and 2021.

Conclusion

The 2014 vs. 2021 chloride ingress comparison demonstrates that Xypex-treated concrete improves its long-term resistance to chloride penetration, significantly reducing the risk of reinforcement corrosion over time. The decrease of the diffusion coefficient over time suggests that Xypex crystalline technology provides a permanent and self-sustaining protective effect, distinguishing it from conventional treatments, barriers and coatings that degrade with age.

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