Viscosity-Modifying Admixtures (VMA): Stopping Segregation in Flowable Mixes

Viscosity-modifying admixtures, or VMAs, are additives that change how thick or flowable fresh concrete is. They work by influencing thixotropy, particle suspension, and yield stress in the mix. This helps keep solid pieces from settling out as the concrete flows.

In plain terms, VMAs help the mix resist separation when it’s pumped or poured. They create a more stable structure that holds cement, aggregates, and water together longer. The result is fewer cold joints and more uniform consistency from start to finish.

VMA definition and primary functions

VMAs, or viscosity-modifying admixtures, are additives used in concrete to increase its cohesive viscosity. They’re typically added to highly flowable mixes like self-consolidating concrete (SCC) or high-performance concrete.

Primarily, VMAs serve two key purposes:

• Increase cohesive viscosity: This makes the mix more stable and less prone to segregation.
• Reduce bleeding/separation: By delaying the separation of water from the cement paste, VMAs help maintain a homogeneous mixture.

How increased viscosity stops segregation

When you add VMAs to concrete, they change its rheological properties. This means they alter how the mix flows and behaves under stress.

Here’s what happens:

• Reduced particle settling: The increased viscosity slows down the rate at which aggregate particles settle in the mix. This reduces segregation, keeping the concrete more homogeneous.
• Delayed bleed water separation: VMAs delay the separation of water from the cement paste. This prevents the ‘bleeding’ effect that can lead to segregation and strength loss.

Back to top ↑

There are several chemical classes used as VMAs, including cellulose ethers, associative polyethers, natural clays, and synthetic polymers. Each class behaves differently with various cements and admixtures. Your choice affects dosage sensitivity and long-term durability considerations.

Some VMAs may tolerate variations in mixing and temperature better than others. Others might require closer control of dosages to keep workability and segregation in check. Always compare how a product performs on your specific mix and conditions.

Cellulose ethers and clay-based VMAs

Cellulose ethers and natural clays are common, traditional VMAs. They thicken the mix, helping to retain water and prevent segregation.

Strengths: Excellent water retention, good thickening ability, cost-effective.

Limitations: Sensitive to high ionic strength (like in seawater), can lose effectiveness under high shear conditions. Be mindful of these factors on your jobsite.

Associative and synthetic polymer VMAs

Associative polyethers and synthetic polymers are modern VMAs, designed to work well with today’s superplasticizers.

Advantages: Compatible with most superplasticizers, perform well in low-water mixes. This means you can use less water without compromising mix stability.

They also offer good retention of air entrainment, which is crucial for durability in harsh climates.

Sustainable and specialty options

Looking for eco-friendly or low-impact VMAs? Bio-based products are gaining traction, offering a greener alternative without sacrificing performance.

For specific jobsite needs, consider specialty VMAs. High-temperature formulations, for instance, can help maintain mix stability in hot weather conditions.

Remember, every job is unique. Don’t hesitate to consult with your materials supplier or local concrete expert to find the best fit for your project.

Back to top ↑

VMAs interact with superplasticizers, retarders, pozzolans, and cement type in ways that can alter workability. These interactions can either improve or diminish flowability and segregation control. Testing helps you catch issues before big pours.

Why compatibility matters: a change in one component often shifts the overall rheology of the concrete. Conduct targeted checks and follow manufacturer guidance to avoid unintended consequences on site. Keep notes for future reference.

Interaction with polycarboxylate (PCE) superplasticizers

Polycarboxylate ether (PCE) superplasticizers are often used alongside VMAs to increase concrete flow. However, compatibility issues can arise.

Associative VMAs like HEC or MHEC can improve PCE performance by preventing excessive water reduction that could lead to segregation. But, they might also cause viscosity loss if not dosed correctly.

On the other hand, clay-based and some synthetic polymer VMAs may impair PCE effectiveness due to their high water demand or interference with PCE adsorption on cement particles.

To avoid these issues, joint trials are essential. Test different VMA-PCE combinations to find the best balance between flowability and segregation control.

Mixing order and dosing sequence

The order in which you add admixtures can significantly impact concrete performance. Here’s a suggested mixing sequence:

First, add the VMA to water, then mix well. This allows the VMA to fully hydrate and disperse.

Next, add the PCE superplasticizer (if using) and mix again. This ensures proper dispersion of both admixtures.

Lastly, introduce the cement and aggregates while mixing at a moderate speed to maintain homogeneity. This sequence helps achieve optimal rheology and prevents segregation.

Back to top ↑

Begin with manufacturer recommendations as a baseline, then run small, controlled trials on your actual mix. Use iterative adjustments to find a practical dosage that stabilizes flow without over-thickening. Rely on rheology tests and site observations rather than fixed numbers.

Document how the mix behaves at each test stage, including pumping and placement behavior. Establish acceptance checks that align with your project requirements and local standards. Use the results to guide future batches responsibly.

Recommended tests to evaluate segregation and cohesion

To ensure your concrete mix is performing as expected, it’s crucial to run a series of tests. These tests will help you identify any segregation or cohesion issues before they cause problems on-site.

Slump Flow Test: This test measures the flowability of your concrete. A high slump flow indicates good fluidity and reduced risk of segregation.

V-Funnel Test: This test determines the time it takes for a specific volume of concrete to pass through a funnel. A shorter time indicates better cohesion and less segregation.

L-Box Test: This test assesses the ability of your concrete to pass through tight spaces without blocking or segregating. It’s particularly useful when dealing with complex formwork or reinforcement.

Trial methodology and adjusting dosage

To find the right VMA dosage for your mix, start by following the manufacturer’s recommendations. Then, conduct a series of trials to fine-tune this dosage.

Begin with the lowest recommended dosage and increase it incrementally (e.g., 0.1% – 0.3%) while testing at each stage. Aim for a flowable mix with minimal bleeding. Document your results carefully to track progress.

For example, if you start with a 0.1% dosage and find that the mix is too stiff, increase it to 0.2%. If this still doesn’t achieve your desired flowability, try 0.3%. Keep adjusting until you reach your target.

Interpreting test results and acceptance criteria

Once you’ve run your tests, it’s time to interpret the results. If you’re seeing excessive bleeding, this could indicate that your VMA dosage is too low or your water content is too high.

An uneven surface finish might suggest that segregation has occurred during transport or placement. In this case, you may need to increase your VMA dosage or adjust your mixing process.

If you’re experiencing pumpability issues, it could be a sign that your mix is too stiff. Consider reducing the water content or increasing the superplasticizer dosage before adjusting your VMA.

Remember, there’s no one-size-fits-all solution. Each mix is unique, so keep testing and adjusting until you find the perfect balance for your specific application.

Back to top ↑

In ready-to-use SCC, VMAs help achieve a smooth, stable flow with minimal segregation during rapid placement. For pumped concretes, the goal is consistent viscosity through long lines and elbows. In repair mortars, VMAs assist in staying cohesive as the material cure and cures begin.

Think through the typical performance goals rather than formulas. Look for indications of improved stability, reduced bleeding, and easier finishing as you evaluate a VMA’s suitability for your case. Use practical decision points rather than proprietary blends.

Self-consolidating concrete (SCC) use case

VMAs are crucial in SCC to maintain cohesion while allowing high flow without segregation. They help prevent the concrete from separating into different components during transportation and placement.

SCC is designed for high fluidity, making it easy to pump and place even in complex structures. But this high fluidity can lead to segregation if not properly controlled. That’s where VMAs come in. They increase the viscosity of the mix, preventing the aggregate from settling out and ensuring a homogeneous concrete.

In SCC, VMAs help achieve two key performance goals: high flow for easy placement, and low segregation to maintain strength and durability. It’s all about balance – too much VMA can hinder flow, while too little can lead to segregation.

Pumpable, high-workability and repair mixes

VMAs are also beneficial in pumpable concretes and thin-section repair mortars. They reduce bleeding, improve surface finish, and enhance the overall performance of these mixes.

In pumpable concretes, VMAs help maintain a stable, homogeneous mix throughout the pumping process. They prevent segregation that can occur due to the high pressures involved in pumping. This ensures consistent concrete quality from start to finish.

For repair mortars, VMAs improve surface finish by reducing bleeding and ensuring a smooth, even surface. They also enhance cohesion, helping the mortar stick to vertical and overhead surfaces without slumping or segregating.

Back to top ↑

Follow a consistent batching sequence and verify that VMAs are added at the correct stage of mixing. Transport and placement should respect the achieved workability window to prevent separation. Finishing procedures also affect how well the VMA keeps the mix cohesive.

When in doubt, adjust in small steps and observe changes in flow, set time, and surface quality. Photograph or log any segregation signs and trace them to batch or equipment issues. Use these observations to refine your on-site process.

Best practices for mixing and placement

When working with flowable mixes containing VMA, maintaining consistency is key to prevent segregation. Here are some practical steps:

Mixing: Use a high-quality concrete mixer that’s in good condition. Mix the dry ingredients first, then add the water and VMA together. This ensures even distribution.

Transport: Keep the mix moving to prevent segregation during transit. If you’re using a concrete pump, maintain a steady flow rate. If you’re pouring from a truck, keep the chutes clean and free of obstructions.

Placement: Pour the concrete in a controlled manner, avoiding over-application or under-application. Use vibration to help consolidate the mix, but be careful not to cause segregation.

On-site troubleshooting for common problems

Even with careful planning, issues can arise on site. Here are some quick diagnostics and corrective actions:

Unexpected bleeding: This could be due to excessive water content or insufficient VMA dosage. To fix, add more VMA (if compatible) or reduce the water-cement ratio in subsequent batches.

Rapid stiffening: This might indicate that the concrete is setting too quickly. Slow down your placement rate and consider adding a retarding admixture to extend the working time.

Loss of pumpability: If your concrete becomes difficult to pump, it may have lost its flowability due to segregation or stiffening. Stop pumping immediately, check for any obstructions in the line, and consider adjusting your mix design or adding more VMA (if compatible).

Back to top ↑

Know which national or local standards apply to VMAs and how they relate to your project. Request supplier documentation such as product data sheets and relevant standard references. Ensure the documentation covers performance expectations and compatibility notes.

Keep QC paperwork that shows dosage, testing results, and any deviations observed on site. Use these records when reviewing contracts or presenting to inspectors. Rely on official guidance rather than informal claims.

What to request from a supplier

When ordering viscosity-modifying admixtures (VMAs), don’t just grab the first one you see. You need to ensure it’s compatible with your mix and performs as expected. Here’s what to ask for:

Technical Data Sheet: This gives you the nitty-gritty details about the VMA – composition, physical properties, handling and storage instructions.

Compatibility Statement: Ask for a statement confirming the VMA is compatible with your chosen superplasticizer (like polycarboxylate) and cement type. Incompatibility can lead to poor performance or even failure of the concrete.

Recommended Dosing Range, Shelf Life, and Performance Test Results: You need to know how much VMA to use, how long it’ll last once opened, and how well it performs in lab tests. Don’t be shy to ask for these details. They’re crucial for a successful pour.

Create a DIY-friendly checklist that includes batching equipment, measuring tools, and sampling containers. Include visual cues that indicate segregation, such as settled layers or uneven color distribution. Plan for simple photo documentation during trials.

Use photos to illustrate issues and successes, and keep them with batch records. This helps you verify whether the VMA is performing as intended and where adjustments are needed. Maintain a practical, on-site reference for future pours.