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Common Failure Modes in Chemical DPC Injection

Why Chemical DPC Injection Fails

Chemical DPC injection failures are rarely caused by the product itself. Modern manufacturing processes, controlled formulation, and high-quality raw materials mean product-related failure is uncommon.

In practice, failures almost always result from installation variables, wall conditions, or incorrect specification.

This page outlines the most common failure modes encountered during chemical DPC injection work.

DPC Failure Modes

1. Discontinuous Injection Line

  • Missed sections along the wall
  • Inconsistent hole spacing
  • Failure to drill returns, corners, or internal junctions

 

Any break in the injection line allows moisture to bypass the treated zone.

2. Insufficient Drill Depth

  • Holes not reaching close to full wall thickness
  • Render or plaster not accounted for
  • Thick masonry treated as single-skin

 

Shallow drilling leaves untreated pathways within the wall core.

3. Incorrect Injection Height

  • Injection line set too low or too high
  • Bridging by external ground, render, or internal finishes

 

Bridging negates the function of the damp-proof course.

4. Unsuitable Wall Construction

  • Rubble-filled or voided walls
  • Highly fractured masonry
  • Extremely dense or impermeable materials

 

Some wall types require modified methods or alternative solutions.

5. High Moisture or Salt Load

  • Excessive moisture content at time of injection
  • Hygroscopic salts retaining moisture above the DPC

 

Salt contamination can delay drying and give the appearance of failure even when a DPC has formed.

Masonry commonly dries at a rate of 25mm (of its width) per month. Highly saturated bricks can take months to dry after injection is complete.

6. Inadequate Chemical Distribution

  • Insufficient injection volume
  • Uneven application
  • Blocked or isolated pores

 

Uniform distribution is required to form a continuous barrier.

7. Previous Treatment Interference

  • Old creams or resins obstructing pore structure
  • Partial past treatments creating uneven uptake

 

Previous interventions can limit penetration and coverage.

If previous injection or cream is limiting product acceptance, then the injection method should be modified to ensure that the installer can surround the target masonry with new dpc injection fluid.

8. Follow-On Works Performed Too Early

  • Plastering or rendering before an adequate drying period
  • Sealing residual moisture within the wall

 

Drying and evaporation must be allowed to occur after injection. (typically 5-7 days is sufficient time to wait before rendering)

Where walls are extremely wet and sufficient drying time is not available, any subsequent renders or finishes must be breathable and allow continued evaporation after application.

Application Experience and Saturation Control

Successful chemical DPC injection relies on correct saturation of the masonry, not just drilling and injection.

Failure is most commonly caused by misapplication of volume, where insufficient product is introduced to fully treat the wall thickness and pore structure.

As a general guide:

  • Approximately 300 ml per brick is required
  • Equivalent to ~156 litres per cubic metre of masonry (~0.15 mL/cm³)

 

These figures assume typical masonry conditions. Walls with higher porosity, voids, or elevated moisture content may require adjustment to ensure full saturation.

Understanding how water occupies the masonry—and how the injection fluid displaces or lines those pathways is critical to achieving a continuous damp-proof course.

Professional contractors should adjust dosage based on substrate acceptance to ensure full saturation of the target masonry with Silonexx and achieve the intended water-repellent performance.

Correct establishment of the Capillary Saturation Zone at every injection point is the confirmation that treatment is complete.

Related Technical Pages

Explore the Silonexx chemical DPC injection fluid specification and supply options.