Most foundation failures in Texas aren’t design failures.
They’re soil failures that were never addressed.

Post-tension slabs get specified on thousands of homes across DFW, Austin, and Houston.

They’re engineered.
They’re inspected.
They pass code.

And they still move.

Because the system is built to hold concrete together, not to stop the ground from shifting underneath it.

That’s the gap.

Here’s what it looks like in the field:

The Field Reality

Out in the field, post-tension cables are installed exactly how they’re supposed to be.

• Cables run through a PVC sleeve

• Anchored at one end

• Tensioned after the concrete cures

• Grid spacing roughly every 4 feet

• Additional reinforcement at beams

That system works—for what it’s built to do.

It compresses the slab.
It increases tensile strength.
It helps reduce visible cracking.

But none of that changes what the soil underneath is doing.

As shown in this field report:

“The ultimate goal… is to try to keep your foundation from cracking…
but regardless of foundation type… you need to stabilize the ground underneath it.”

That’s the entire issue.

What Actually Causes the Failure

In Texas, especially across the Blackland Prairie, you’re dealing with high-plasticity CH clay.

That soil expands when wet.
It shrinks when dry.

That cycle doesn’t stop.

So what happens?

• The slab is rigid

• The soil is not

• Movement transfers into the structure

Post-tension tries to resist movement after it happens.

It does not eliminate the cause.

Why Builders Still Use It

Because it’s standardized.

• Engineers can design around it

• Municipalities accept it

• Crews know how to install it

It’s predictable on paper.

But predictable design does not equal stable ground.

What Changed on This Job

Before the foundation design was finalized, the soil was treated.

• Water injected first for full saturation

• Ionic solution applied second

• Injection depth matched to geotech report

• Coverage executed in a grid pattern

The goal wasn’t to strengthen the slab.

The goal was to neutralize the soil behavior.

From the field process:

• Injection depths up to 10+ feet

• Pressure around 200–300 PSI

• Saturation at 2-foot intervals

• Full 360-degree soil treatment

That’s what changes the outcome.

What That Actually Does

Clay particles carry a negative charge.

Water causes them to stack and expand.

The ionic solution changes that polarity.

Result:

• No stacking

• No expansion

• No shrink cycle

Now the soil stays dimensionally stable.

That’s the difference between:

• Designing around movement

• Eliminating movement entirely

The Correct Sequence

This is where most jobs get it wrong.

Typical process:

1. Test soil

2. Design foundation

3. Pour slab

4. Hope for the best

Correct process:

1. Test soil

2. Stabilize soil

3. Re-test and verify

4. Design foundation based on stable conditions

That’s exactly what happened here.

Soil was injected → tested → sent to engineer → foundation designed from actual conditions.

That’s how you control risk.

Straight Answer

Post-tension foundations are not the problem.

Relying on them as the solution is the problem.

If the soil moves, the structure is forced to react.

If the soil doesn’t move, the structure performs as designed.

That’s the entire equation.

Full breakdown here:
https://stabiltechsoil.com/fieldreports/post-tension-foundations-in-texas-clay-what-they-dont-solve/

Closing

You can spend money reinforcing concrete.

Or you can fix what’s causing the stress in the first place.

Only one of those options addresses the root issue.

Would you like to request a quote or connect with a specialist to discuss your project requirements and soil evaluation?