soil liquefactionearthquake engineeringpore water pressurequicksandseismic activity

Soil Liquefaction: How Earthquakes Turn Solid Ground into Liquid

Soil Liquefaction: How Earthquakes Turn Solid Ground into Liquid When an earthquake strikes, we often imagine the ground shaking violently. However, in certain geological conditions, the ...

Soil Liquefaction: How Earthquakes Turn Solid Ground into Liquid

When an earthquake strikes, we often imagine the ground shaking violently. However, in certain geological conditions, the ground does more than just shake—it behaves like a liquid. This phenomenon, known as soil liquefaction, can cause massive structures to sink, tilt, or float, turning stable landscapes into unpredictable hazards.

Liquefaction occurs when cohesionless, saturated soil—soil that lacks significant stickiness and is filled with water—loses its strength and stiffness due to applied stress. This sudden physical change is technically termed thixotropy, where a material that is ordinarily a solid begins to flow like a fluid.

Some effects of soil liquefaction after the 1964 Niigata earthquake
Some effects of soil liquefaction after the 1964 Niigata earthquake
: Some effects of soil liquefaction after the 1964 Niigata earthquake

The Science of Liquefaction

To understand why soil liquefies, we must look at the relationship between soil grains and the water trapped between them. In loose, sandy soils, there are small gaps known as pore spaces. When these soils are below the water table, these spaces are completely filled with water.

Under normal conditions, the weight of buildings and overlying soil is transferred through the contact points between individual soil grains. However, during rapid or repeated stress—such as the oscillatory shaking of an earthquake—the soil attempts to compress. In dense sands, this might cause the soil to expand (a process called dilation), but in loose sands, the soil tends to compress.

As the soil compresses, the pore water pressure increases. If the shaking is intense or frequent enough, the water cannot escape to the surface quickly enough. Eventually, the pressure of the water becomes so great that it pushes the soil grains apart. Once the water pressure exceeds the contact stresses between the grains, the soil loses its ability to transfer shear stress and begins to flow.

Soil liquefaction allowed this sewer manhole to float upward and breach the pavement during the 2004 Chūetsu earthquake
Soil liquefaction allowed this sewer manhole to float upward and breach the pavement during the 2004 Chūetsu earthquake
: Soil liquefaction allowed this sewer manhole to float upward and breach the pavement during the 2004 Chūetsu earthquake

Key Factors in Liquefaction Potential

Engineers use a simplified empirical analysis to assess how likely a specific area is to undergo liquefaction. This assessment relies on two primary parameters:

  • Cyclic Stress Ratio (CSR): This measures the earthquake load applied to the soil.
  • Cyclic Resistance Ratio (CRR): This measures the soil's inherent capacity to resist liquefaction.

Advanced constitutive models are also used in geotechnical engineering to provide more complex simulations of how different soil types will react to seismic waves.

Real-World Effects and Observations

The consequences of liquefaction are diverse and often devastating to infrastructure. One of the most visible signs is the appearance of sand boils, where pressurized water and fine sand erupt through the ground surface.

Sand boils that erupted during the 2011 Christchurch earthquake.
Sand boils that erupted during the 2011 Christchurch earthquake.
: Sand boils that erupted during the 2011 Christchurch earthquake.

Beyond surface eruptions, liquefaction can lead to several distinct types of ground failure:

  • Subsidence: The sinking of the ground surface.
  • Lateral Spreading: The horizontal movement of soil layers, often occurring on gentle slopes or near riverbanks.
  • Buoyancy Effects: Underground structures, such as manholes or pipes, may be pushed upward by the liquefied soil.
  • Tilting and Sinking: Buildings may lose their foundation support, leading to dramatic shifts in orientation.
Soil liquefaction in Christchurch. The 2011 earthquake caused a layer of water and fine sand to collect on the surface of this street.
Soil liquefaction in Christchurch. The 2011 earthquake caused a layer of water and fine sand to collect on the surface of this street.
: Soil liquefaction in Christchurch. The 2011 earthquake caused a layer of water and fine sand to collect on the surface of this street.
The effects of lateral spreading (River Road in Christchurch following the 2011 Christchurch earthquake)
The effects of lateral spreading (River Road in Christchurch following the 2011 Christchurch earthquake)
: The effects of lateral spreading (River Road in Christchurch following the 2011 Christchurch earthquake)
Damage in Brooklands from the 2010 Canterbury earthquake, where buoyancy caused by soil liquefaction pushed up an underground service including this manhole
Damage in Brooklands from the 2010 Canterbury earthquake, where buoyancy caused by soil liquefaction pushed up an underground service including this manhole
: Damage in Brooklands from the 2010 Canterbury earthquake, where buoyancy caused by soil liquefaction pushed up an underground service including this manhole

A famous historical example of structural tilting due to liquefaction is the Giddy House in Jamaica, which partially sank during the 1907 earthquake.

The Giddy House in Port Royal, Jamaica, which partially sank into the ground during an earthquake in 1907 which produced soil liquefaction, resulting in its distinctive tilted appearance.
The Giddy House in Port Royal, Jamaica, which partially sank into the ground during an earthquake in 1907 which produced soil liquefaction, resulting in its distinctive tilted appearance.
: The Giddy House in Port Royal, Jamaica, which partially sank into the ground during an earthquake in 1907 which produced soil liquefaction, resulting in its distinctive tilted appearance.

Summary of Liquefaction Characteristics

Comparison of Soil Behaviors During Stress
Feature Loose, Saturated Sand Dense Sand
Volume Change Compresses Dilates (Expands)
Pore Pressure Increases significantly Variable
Primary Risk High liquefaction potential Lower liquefaction potential
Common Term Quicksand / Sinking sand Stable ground

Key Facts

  • Liquefaction most commonly affects saturated, loose, sandy soils.
  • The process is driven by an increase in pore water pressure that overcomes grain-to-grain contact.
  • Thixotropy is the term for the sudden change from solid to liquid behavior.
  • Liquefaction can cause underground utilities to float to the surface due to buoyancy.
  • Lateral spreading is a significant risk for ground near slopes or water bodies.
A liquefaction susceptibility map – excerpt of USGS map for the San Francisco Bay Area. Many areas of concern in this region are also densely urbanized.
A liquefaction susceptibility map – excerpt of USGS map for the San Francisco Bay Area. Many areas of concern in this region are also densely urbanized.
: A liquefaction susceptibility map – excerpt of USGS map for the San Francisco Bay Area. Many areas of concern in this region are also densely urbanized.

Frequently Asked Questions

What is the difference between quicksand and soil liquefaction?

Quicksand is a term often used to describe the phenomenon of sinking sand, which is a manifestation of soil liquefaction occurring in saturated, loose granular materials.

Can dense sand liquefy?

Dense sands tend to dilate (expand in volume) when loaded, which generally makes them more resistant to liquefaction compared to loose sands that tend to compress.

What causes sand boils?

Sand boils are caused by the buildup of pore water pressure during seismic shaking. This pressure forces water and fine sand upward through cracks in the ground surface.

How do engineers predict liquefaction?

Engineers use the simplified empirical method, comparing the earthquake's cyclic stress ratio (the load) against the soil's cyclic resistance ratio (its capacity to resist).

Does liquefaction only happen during earthquakes?

While most commonly associated with earthquakes, liquefaction can also be triggered by other sudden changes in stress, such as storm wave loading or heavy vertical oscillatory probes.

References

  1. Hazen, Allen (January 1919). "Hydraulic-fill dams". Transactions of the American Society of Civil Engineers. 83: 1713–1821. Retrieved 22 May 2026.
  2. Jefferies, Mike; Been, Ken (18 September 2015). Soil liquefaction: a critical state approach (2nd ed.). Boca Raton, Florida: CRC Press. ISBN 978-0429153914. Retrieved 22 May 2026.
  3. Bachrach, Ran; Nur, Amos; Agnon, Amotz (10 July 2001). "Liquefaction and dynamic poroelasticity in soft sediments". Journal of Geophysical Research B: Solid Earth. 106 (B7): 13515–13526. doi:10.1029/2000JB900474. Retrieved 22 May 2026.
  4. Massarsch, K. Rainer; Wersäll, Carl; Fellenius, Bengt H. (August 2021). "Liquefaction induced by deep vertical vibratory compaction". Proceedings of the Institution of Civil Engineers, Ground Improvement. 174 (3): 194–205. doi:10.1680/jgrim.19.00018. Retrieved 22 May 2026.
  5. "Geologists arrive to study liquefaction". One News. 10 September 2010. Archived from the original on 12 October 2012. Retrieved 12 November 2011.