Liquefaction Evidence Simulator: Earthquake Ground Failure Analysis

simulator intermediate ~10 min
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FS = 0.72 — liquefaction expected

At 0.3g PGA with a water table at 2 m and relative density of 45%, the factor of safety against liquefaction is 0.72 — well below 1.0. Expect sand boils, 10–20 cm of ground settlement, and sand dikes 5–15 cm wide preserved in the geological record.

Formula

CSR = 0.65 × (PGA/g) × (σ_v/σ'_v) × r_d
FS = CRR / CSR (factor of safety against liquefaction)
CRR = f(N_SPT, D_r) (cyclic resistance ratio)

When the Ground Becomes Liquid

Liquefaction is one of the most dramatic and destructive earthquake phenomena. When seismic waves shake loose, saturated sand, the cyclic loading progressively transfers stress from the soil skeleton to the pore water. When pore water pressure equals the overburden stress, the sand grains float in suspension and the ground behaves like quicksand. Buildings tilt and sink, buried tanks and manholes float upward, and pressurized sand erupts through fissures to form sand boils on the surface.

The Simplified Procedure

The standard method for evaluating liquefaction potential compares the earthquake-induced cyclic stress ratio (CSR) against the soil's cyclic resistance ratio (CRR). CSR depends on peak ground acceleration, depth, and total vs. effective overburden stress. CRR depends on soil density, measured by Standard Penetration Test (SPT) blow count or Cone Penetration Test (CPT) tip resistance. When CSR exceeds CRR (FS < 1), liquefaction is predicted.

Paleoliquefaction Features

Ancient liquefaction leaves distinctive signatures in the geological record: sand dikes (vertical tabular intrusions of clean sand cutting through clay layers), sand sills (horizontal intrusions along stratigraphic contacts), and sand blows (conical deposits of erupted sand on the paleo-ground surface). These features can be preserved for thousands of years, providing evidence of strong shaking in areas with no written earthquake history. By dating the host sediments, paleoseismologists constrain the timing of past events.

Magnitude from Liquefaction

The size and spatial extent of liquefaction features constrain the magnitude of the causative earthquake. Larger earthquakes produce stronger shaking over wider areas, generating bigger sand dikes at greater distances from the fault. Empirical relations between maximum liquefaction distance and magnitude allow back-calculation of paleomagnitude. This simulation lets you explore the physical conditions that trigger liquefaction and the features that would be preserved in the geological record.

FAQ

What is earthquake liquefaction?

Liquefaction occurs when cyclic earthquake shaking causes pore water pressure in saturated, loose sand to equal the overburden stress, reducing effective stress to zero. The soil temporarily behaves like a liquid, losing all shear strength. This produces sand boils (sand volcanoes), ground settlement, lateral spreading, and can topple buildings whose foundations lose support.

How is ancient liquefaction identified?

Paleoliquefaction features include: sand dikes (vertical sheets of sand injected through overlying clay), sand blows (sand erupted onto the paleo-surface and buried by later sediment), sills (horizontal sand intrusions), and load structures. These features crosscut stratigraphy below and are capped by the surface that was active during the earthquake, providing dating constraints.

What is the factor of safety against liquefaction?

FS = CRR/CSR, where CRR (cyclic resistance ratio) represents the soil's resistance to liquefaction and CSR (cyclic stress ratio) represents the earthquake-induced shear stress. FS < 1 indicates liquefaction is expected. The simplified procedure of Seed & Idriss (1971), updated by Boulanger & Idriss (2014), is the standard method.

Can liquefaction features indicate earthquake magnitude?

Yes. The size and distance of liquefaction features from the causative fault correlate with earthquake magnitude. Ambraseys (1988) established that the maximum distance of liquefaction scales with magnitude: M5 produces liquefaction within ~5 km, M7 within ~100 km, and M8+ within ~300 km. Larger features (wider dikes, bigger sand blows) also indicate stronger shaking.

Sources

Embed

<iframe src="https://homo-deus.com/lab/paleoseismology/liquefaction-evidence/embed" width="100%" height="400" frameborder="0"></iframe>
View source on GitHub