Modular Piles for a Warming Arctic 🧊

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How dome-plug innovations boost permafrost foundation strength while enabling modular, eco-friendly construction in the Arctic

Published November 30, 2025 By EngiSphere Research Editors
A Concrete Pile Foundation Β© AI Illustration
A Concrete Pile Foundation Β© AI Illustration

TL;DR

A recent study introduces a dome-plug modular pile design that boosts permafrost foundation strength by 35–63%, enables year-round construction, and allows full, eco-friendly dismantlingβ€”offering a high-performance alternative for Arctic modular platforms.

Interactive Bearing Capacity – Settlement Curves

Modular Pile with Dome-Plug (PDP) vs Conventional Pile – Yamal Permafrost
How to use (works perfectly on phones):
β€’ Choose rock type and salinity
β€’ Toggle between PDP (with dome-plug) and conventional pile
β€’ Drag the orange dot or the slider to apply any load
β€’ Watch real-time settlement and read exact bearing capacity
Applied load: 0 kN β†’ Settlement: 0.0 mm β†’ Ultimate capacity: β€” kN

Data from Trushko et al., Geotechnics 2025, 5, 79 – Numerical FEM results on Yamal Peninsula permafrost

Breaking it Down

🌍 Why Permafrost Foundations Need a New Approach

Building anything on permafrost is like trying to balance a house on a freezer that’s slowly melting. The Arctic is warming faster than the global average, which means the once-solid frozen ground beneath pipelines, drilling rigs, and industrial platforms is losing its strength. As permafrost thaws, soil structure weakens, foundations shift, and infrastructure becomes vulnerable.

Traditional pile foundations β€” widely used in cold regions β€” are facing serious challenges:

❌ Reduced bearing capacity as permafrost warms
❌ High construction difficulty in frozen soils with rock inclusions
❌ β€œWet processes” like concrete pouring become impossible in extreme cold
❌ No realistic way to dismantle piles after project completion, leaving steel and concrete behind
❌ Environmental risks in fragile northern ecosystems

Researchers at St. Petersburg Mining University have introduced a novel solution: a dismantlable, modular pile foundation referred to as a dome-plug pile (PDP). It’s a clever upgrade that drastically boosts load capacity while making Arctic construction more flexible, eco-friendly, and cost-effective.

🧠 The Big Idea: A Dome-Plug That Turns a Pile Into a Column

Most piles in permafrost rely heavily on shaft friction β€” the frozen bond between the pile and the surrounding soil. But what happens when the soil warms or has high salinity?
πŸ‘‰ That bond weakens. A lot.

The team’s innovation is a dome-shaped steel plug installed at the bottom of a steel casing during drilling. This transforms the hollow steel shell into a combined pile-column, allowing it to bear loads both from the side (shaft friction) and from the base (end bearing).

✨ Why the Dome-Plug Matters
  • No concrete required β€” eliminating cold-sensitive construction steps
  • Enables year-round installation
  • Boosts bearing capacity by 35%–63% πŸ”₯
  • Especially effective in weak saline permafrost soils
  • Allows full dismantling by thawing and lifting the pile
  • Compatible with modular platform construction

This isn’t just a minor tweak β€” it's a fundamentally new way to build in the Arctic.

πŸ› οΈ How the Modular Pile Foundation Works

The pile installation uses a well-known technology: Simultaneous casing and drilling (e.g., Symmetrix). This allows drilling through everything β€” ice-rich soils, frozen rocks, boulders, water-saturated layers β€” while installing the steel casing at the same time.

Here’s how the modified process works:

1️⃣ Drilling + Casing at the Same Time

A drill string with a pilot bit and a ring bit cuts through frozen and thawed layers while the casing sinks into place.

  • The gap between the casing and soil gets filled with compacted drill cuttings.
  • No soil collapse occurs β€” everything stays stable.
2️⃣ Removing the Drill Tools

After reaching the desired depth, the drill string is detached and lifted out.

3️⃣ Installing the Dome-Plug

A steel dome-plug is lowered into the casing and locked in place via a bayonet connection.
This seals the bottom and prepares the pile to work like a column embedded in permafrost.

4️⃣ Foundation Freezes Into Place

Because no concrete is used, the pile instantly begins working with the frozen ground, continuing to strengthen as temperatures drop.

πŸ‘‰ The result: A high-capacity, easily dismantlable Arctic-ready foundation element.

πŸ“ˆ What the Modeling Revealed: Dome-Plug SUPERCHARGES Bearing Capacity

Using Plaxis 3D, the researchers ran detailed simulations on six types of frozen soils (clays, loams, sandy loams), both saline and non-saline.

🎯 Key Findings

βœ… Huge Bearing Capacity Gains
Across all soil types, the dome-plug improves performance dramatically:

Soil TypeSalinityCapacity Increase
ClayNon-saline+35%
LoamNon-saline+41%
Sandy LoamNon-saline+52%
ClaySaline+48%
LoamSaline+61%
Sandy LoamSaline+63%

🌟 The weaker the soil, the bigger the improvement.
This is crucial β€” saline permafrost is among the most problematic foundation materials in the Arctic.

🧊 Why Does the Plug Work So Well?

Two reasons:

1. The pile finally uses its base.

Typical piles in permafrost rely mostly on side friction.
But with the dome-plug…

πŸ‘‰ Up to 45% of the load is transferred through the pile base.
This spreads the load more efficiently, improving stability and reducing settlement.

2. Better interaction with frozen soil

Simultaneous casing ensures:

  • No thawed soil intrusion
  • No soft inclusions
  • Maximum adfreeze strength

The result is a stronger, stiffer load-bearing system.

πŸ”¬ Visual Proof: Stress Distribution

When the pile hits its limit load, the stress patterns tell the story:

❌ Traditional piles (without dome-plug)
  • Almost no plastic deformation beneath the pile toe
  • Failure happens from the shaft losing friction
  • Base barely contributes β€” wasted capacity
βœ… Dome-plug piles
  • A strong β€œplastic bulb” forms under the pile
  • The base actively carries nearly half the load
  • System behaves like a true pile-column

This transformation is the core of the innovation.

πŸ”„ A Foundation You Can REMOVE β€” Safely and Completely

One of the biggest engineering and environmental challenges in the Arctic is dismantling. Traditional piles are nearly impossible to remove:

  • Concrete cures into the permafrost
  • Steel shafts freeze in place
  • Extraction often breaks the pile, leaving debris behind

The modular dome-plug pile solves this using thermal debonding.

πŸ§Šβž‘οΈπŸ’§ How dismantling works
  1. A heating system (cable or fluid) is lowered into the hollow pile.
  2. Heat transfers through the steel wall.
  3. The permafrost around the pile thaws in a thin layer.
  4. Adfreeze strength drops dramatically.
  5. The pile is lifted out with standard construction equipment.

Required pull-out force: 490–520 kN
Well within the capacity of standard cranes.
No debris. No pollution. Maximum reusability. 🌱

This is a game-changer for temporary Arctic installations.

🧩 Perfect for Modular Technological Platforms

The researchers propose using these piles as the foundation system for modular industrial platforms β€” built from repeated 6Γ—6 m or 9Γ—9 m blocks.

Benefits:

πŸ—οΈ Fast assembly
❄️ Year-round construction
♻️ Complete reversibility
πŸ’° Lower cost than artificial islands (up to 5Γ— cheaper)
🌱 Minimal disturbance to fragile Arctic landscapes

With the Arctic's environmental sensitivity and increasing industrial activity, this kind of sustainable solution is vital.

🧊 Bonus: Can Also Become a Thermo-Active Pile

Because the pile is hollow, it can double as a thermal stabilization system:

  • Cooling elements or even dry ice can be inserted
  • This artificially freezes the surrounding soil
  • An β€œice cylinder” can grow up to 2 m around the pile
  • Helps handle lateral ice loads and maintain permafrost stability

A benefit of this technique is the creation of a strengthened ice–soil matrix near the base of each foundation pile, which is particularly beneficial for stabilizing offshore structures in shallow water.

πŸ”­ Future Prospects: Where This Technology Is Heading

The research opens multiple paths forward:

πŸ”¬ 1. Field Trials in the Cryolithozone

Next step: real-world validation on the Yamal Peninsula.

🧊 2. Advanced modeling

Future work will incorporate:

  • Full thermo-mechanical coupling
  • Viscoplastic creep behavior
  • Long-term degradation predictions
🏭 3. Platform-scale structural optimization

How should modular grids be arranged for maximum stability?

🌑️ 4. Integration with thermal control systems

Transforming piles into smart, thermo-active foundation elements.

♻️ 5. Circular construction in the Arctic

Easy extraction = reusable piles = sustainable industrial footprints.

🎯 Final Takeaway

This research shows that modular pile foundations with dome-plugs can revolutionize construction in permafrost regions. They offer:

πŸ’ͺ Higher bearing capacity
❄️ Better performance in thawing and saline soils
πŸ—οΈ Fast, all-season installation
♻️ Full dismantling with minimal environmental impact
🧊 Potential for thermal stabilization
πŸ“¦ Perfect fit for modular industrial platforms

In a rapidly warming Arctic, engineering solutions must be strong, adaptable, and sustainable β€” and this innovation checks all three boxes.


Terms to Know

Permafrost ❄️ Ground that stays frozen for at least two years straight, often containing ice, soil, and rock β€” common in the Arctic.

Modular Pile Foundation 🧩 A foundation made of repeatable, prefabricated pile elements that support modular structures like platforms or buildings.

Pile (Foundation Pile) πŸ—οΈ A long, slender structural element (often steel or concrete) driven or drilled into the ground to support loads from above.

Dome-Plug (PDP) πŸ”˜ A specially shaped steel plug installed at the bottom of a hollow pile to close it off and help transfer loads through the pile tip.

Adfreeze Bond 🧊🩹 The "frozen glue" effect where frozen soil sticks tightly to the surface of a pile, helping it carry loads.

Bearing Capacity πŸ“¦β¬†οΈ The maximum load the ground or a foundation can safely support without failing or sinking too much. - More about this concept in the article "πŸ—οΈ Revolutionizing Shear Wall Reinforcement: A Game-Changer for Structural Engineering".

Saline Frozen Soil πŸ§‚β„οΈ Frozen soil that contains salt; it behaves weaker than normal permafrost because salt lowers freezing strength.

End Bearing Resistance ⬇️πŸͺ¨ The load carried by the bottom tip of a pile pushing directly onto the soil or rock beneath it.

Shaft Friction (Skin Friction) 🀝🧊 The resistance created along the sides of a pile as the frozen ground grips it β€” a major load-support mechanism in permafrost.

Simultaneous Casing Drilling (Symmetrix) πŸ”©β›οΈ A drilling method where the steel casing and drill bit advance together, allowing construction through difficult soils, including frozen or saturated layers.

Finite Element Method (FEM) πŸ“πŸ–₯️ A numerical modeling technique that breaks a structure or soil mass into tiny elements to simulate stresses, deformations, and performance. - More about this concept in the article "Ultra-Sensitive Soil Moisture Sensor Revolutionized with Photonic Crystals 🌱".

Stress–Strain State (SSS) πŸ“Š A snapshot of how a material or foundation is being pushed, pulled, or deformed under applied loads.

Seasonally Thawing Layer (Active Layer) πŸŒžβž‘οΈβ„οΈ The top layer of permafrost that freezes in winter and thaws in summer β€” unstable for foundation support.

Adfreeze Debonding (Thermal Debonding) πŸ”₯βž‘οΈπŸ’§ The process of thawing the frozen soil around a pile to break the frozen bond so the pile can be removed.

Modular Technological Platform πŸ› οΈπŸ§± A large industrial surface built from connected modules (e.g., 6Γ—6 m panels), often used for Arctic drilling and infrastructure.


Source: Trushko, V.L.; Klimov, V.Y.; Baeva, E.K.; Ozhigin, A.Y. Geomechanical Substantiation of the Technology of Constructing Modular Pile Foundations of Technological Platforms in Permafrost Rocks. Geotechnics 2025, 5, 79. https://doi.org/10.3390/geotechnics5040079

From: St. Petersburg Mining University of Empress Catherine II.

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