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Comparisons

Mudjacking vs polyjacking: slurry or foam for a sunken slab

Mudjacking vs polyjacking is a choice between a heavy cement slurry and a light expanding polyurethane foam pumped under a sunken slab to lift it.

Updated August 16, 2026

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Written by HyreFoundation Research Desk Primary-source research and fact checking

The short answer

Mudjacking vs polyjacking is a choice between a heavy cement slurry and a light expanding polyurethane foam pumped under a sunken slab to lift it.

Foam adds far less weight, needs smaller holes and cures faster. Slurry is the older method and fills large voids well. Neither one reaches firm soil or fixes why the slab sank.

Key takeaways

Weight is the real difference

Slurry adds load to the soil that already failed; foam adds very little.

Foam needs smaller holes

, which matters on a visible finished surface.

Water moving under the slab

can erode slurry over time; cured closed-cell foam does not wash out.

Both are slab lifting, not underpinning

Neither carries a footing or stops future settlement.

Mudjacking vs polyjacking, side by side

QuestionMudjacking | Polyjacking
What goes under the slabMudjacking: a sand-cement or limestone slurry. Polyjacking: a two-part polyurethane that expands and cures as closed-cell foam.
Added weightMudjacking: heavy. Polyjacking: very light.
Holes drilledMudjacking: larger. Polyjacking: much smaller.
Back in useMudjacking: slower, the slurry has to set. Polyjacking: faster, the foam cures quickly.
Under running waterMudjacking: slurry can erode if water keeps moving. Polyjacking: cured foam stays put.
What neither doesReach bearing soil, carry structural load through a footing, or fix drainage.

When mudjacking can be the better fit

The void is large

and the soil below is stable, so extra weight is not a concern.

The slab is outdoors and plain

, so bigger patch holes do not matter.

The cause is fixed

and no water will run under the slab again.

A contractor can show past work

with slurry that has held on similar soil.

When polyjacking can be the better fit

The soil is soft or wet

, so adding weight would work against you.

The surface is visible

, like a garage floor or decorative patio, and small holes matter.

You need it back in use fast
Water may still reach the void

and wash slurry away.

What moves the price

We publish no prices. These drive the gap between a slurry quote and a foam quote.

FactorWhy it changes the number
MaterialFoam and slurry are priced very differently. Ask which one, and how much, the quote assumes.
Size of the voidThe big unknown. Erosion can leave far more empty space than the visible drop suggests.
Area and lift heightSquare footage, number of holes, and how far the slab must rise without cracking.
AccessWhether the rig and hoses can reach, and what sits on the slab.
Fixing the causeDrainage, a leaking pipe or loose backfill. Usually a separate line.

HyreFoundation publishes no prices for this work: we hold no sourced, dated quotes. The factors above explain why two quotes differ. See how foundation pricing works.

The short version.

If the soil under the slab is weak or wet, or the surface is on show, foam is usually the better match. If the void is large, the soil is sound and looks do not matter, slurry can do the job. Either way, fix the water that caused it first, or both will settle again.

How slab leveling works

What to ask before you sign

Which material will you use, and why that one here?
How will you estimate the void before you start?
What caused the slab to sink, and what will stop it happening again?
How many holes, how large, and how will they be patched?
What does the warranty cover if the slab drops again?

The full checklist is on choosing a foundation contractor.

Where this goes wrong

Lifting a slab that carries a wall

Slab lifting is for flatwork. A slab or footing that carries the house needs an engineer, not a foam pump.

Ignoring the water

If a downspout or leak washed the soil out, it will do it again under either material.

Lifting too far, too fast

Over-lifting cracks slabs. Ask how the lift will be monitored.

Get connected

Tell us about the work

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A straight answer first. A person reads it and replies by email, free and with no obligation. Matching is not live yet, so this is not a quote. If a wall is moving or a door frame has racked out of square this week, call a structural engineer first.

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Questions

Is polyjacking better than mudjacking?
Foam is lighter, uses smaller holes and resists washout, which makes it the better fit on weak or wet soil and visible surfaces. Slurry can still work where the void is large and the soil is sound.
How long does mudjacking last compared with foam?
Life depends mostly on whether the cause was fixed. Either material fails early if water keeps eroding the soil below. We found no independent study giving a reliable lifespan for either.
Can mudjacking or polyjacking fix a house foundation?
No. Both lift slabs. Neither reaches firm soil or carries a footing. A settling house foundation needs an engineer’s assessment and usually piers.
Does foam lifting add weight to the soil?
Very little compared with slurry. That is the main reason it is chosen where the soil under a slab is weak.
Should I fix drainage before slab lifting?
Yes. Redirect downspouts and correct grading first, so the soil under the lifted slab stays stable.

Written and audited by

HyreFoundation Research Desk

Primary-source research and fact checking

We read the model building code, the federal soil and moisture guidance and the insurer position ourselves, and we publish each figure with the document it came from and the date we retrieved it.

Where a number cannot be traced to a primary source, we say so instead of printing it. HyreFoundation does not inspect, engineer or repair foundations. Authorship is organizational: this desk, not a named persona.

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  • Primary sources only. Code statements come from the International Residential Code, Chapter 4, as the model code. Soil statements come from USDA and USGS. Insurance statements come from the policy language and the Insurance Information Institute. We open the source rather than cite a blog that cites it.
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Authorship on this site is organizational: the analysis belongs to the desk rather than to a named individual, and we do not publish credentials we do not hold. Our editorial policy sets out how we source, date and correct what we publish.

Sources & retrieval dates

FPA-SC-08-1, Guidelines for Precast Concrete Segmented Piles for Foundation Underpinning (Rev. 1, 2014) , Foundation Performance Association, Structural Committee Retrieved Checked October 26, 2026.
Dry Basements and Crawl Spaces, MF2809 , Kansas State University Research and Extension Retrieved Checked October 26, 2026.

Information on this page is general and varies with soil, climate, foundation type, building code, insurance policy and circumstance.

It is not engineering, insurance or legal advice, and no page can tell you whether your house has a structural problem: that needs a licensed professional on site.

HyreFoundation is an independent foundation resource, not a repair contractor or an engineering firm, and does not perform, supervise or warrant foundation work.