Landsliding spans a continuum of failure depths and timescales Hungr et al., 2014. The GAIA digital twin predicts a probability of failure for two end-members that bracket the core hazard; neither takes burn severity as an input.
1. Process & triggering mechanisms¶
| Shallow landslides | Deep-seated landslides | |
|---|---|---|
| Trigger | Storm infiltration raising transient pore pressure | Groundwater recharge raising the water table / hydraulic head |
| Mechanism | Loss of suction and effective stress in the soil mantle Iverson, 2000Lu & Godt, 2008 | Sustained elevated head reduces effective stress on a deep surface |
| Timescale | Hours–days (event-driven) | Seasonal–multiyear (memory-rich) |
| Key state variable | Vadose-zone saturation | Water-table depth / head |
| Antecedent control | Soil-moisture history Guzzetti et al., 2008 | Long-memory groundwater (Soil Hydromechanical Memory) |
Both inherit their state from Pillar 1 — Soil Reanalysis Product: shallow failures respond to the saturation field, deep failures to the water-table field.
2. Characteristics¶
| Shallow | Deep-seated | |
|---|---|---|
| Failure depth | ~0.5–3 m (soil mantle) | meters–tens of meters |
| Failure surface | soil–bedrock interface | deep rupture in rock/regolith |
| Typical motion | rapid, often mobilizing to flows | slow creep, episodic acceleration |
| Observables | rainfall I–D thresholds, soil moisture, seismic/geotech | surface displacement (InSAR/GNSS), piezometric head, seismicity |
| Validation label | rainfall-triggered inventories; optical/SAR detection | displacement time series (InSAR/GNSS) |
3. Implementation in Landlab¶
The current implemented Landlab workflow uses the probabilistic infinite-slope LandslideProbability component to compute shallow landslide susceptibility from recharge-driven relative wetness and uncertain material properties Strauch et al., 2018. A deep-seated variant can be framed within the same stability concept, but should be treated here as a planned extension with a different hydrologic closure.
| Shallow | Deep-seated (planned) | |
|---|---|---|
| Wetness driver | recharge-driven relative wetness from topographic routing and transmissivity Beven & Kirkby, 1979Montgomery & Dietrich, 1994 | water-table / hydraulic-head field from soil reanalysis or a groundwater model |
| Soil column depth | thin (soil mantle) | thick (to the deep rupture surface) |
| Dominant uncertain parameters | recharge , transmissivity , soil/root strength | head , deep strength, transmissivity at depth |
| Burn severity input | No in the core shallow model | No |
| Validation labels | mapped shallow-landslide observations | displacement / deep-instability observations |
This shared framing is useful conceptually, but the current working GAIA notebook and packaged workflow are the shallow, recharge-driven implementation.
Data — what we ingest¶
The full, traceable catalog — every raw product, every deterministically derived layer, and every model output, with sources/APIs, access sensitivity, spatial/temporal resolution, and limitations — lives in the Data Inventory under the DataHub. In brief, the core (non-post-fire) model ingests:
Terrain — a DEM (USGS 3DEP / OpenTopography) →
topographic__elevation,slope, contributing area.Static soil properties — SOLUS100 (100 m) or POLARIS (30 m) → thickness, density, friction angle, cohesion bounds, /transmissivity, porosity, field capacity, wilting point.
Vegetation — plant functional type / landcover used to assign vegetation parameters such as LAI.
Forcing — observed PRISM precipitation/temperature (hindcast/daily) and Earth2Studio AI-weather precipitation (forecast).
Reanalysis state — the saturation (shallow) and water-table (deep) fields from Pillar 1.
Calibration targets — SMAP soil moisture, ERA5 SWE, and mapped landslide inventories.
No burn severity — that layer is specific to post-fire debris flows. See the inventory for sources, sensitivity, resolution, and the models behind each derived product.
Models¶
The full model documentation — physics equations, the data→Landlab pipeline, what is solved vs
assumed, watershed/single-drainage constraints, Landlab limits for digital twins, Earth2Studio
interoperability, and evaluation — is on the
Landslide Model — Landlab Implementation page in the
ModelHub. The implementation lives in
gaia-hazlab/landlab-debrisflow; see also
Pillar 2 §2.5.
Detection & monitoring¶
Susceptibility is the forecast side; GAIA also detects landslides as they happen. Rapid mass movements — debris flows, rockfalls, icefalls, lahars — radiate seismic and infrasound energy, so a continuously running detector can catalog events in near-real time, independent of the revisit gaps that limit optical/SAR mapping.
In the Mt. Rainier region this is done with QuakeXNet, a deep-learning detector run on continuous waveforms from seismic stations within ~50 km of the volcano: per-station detections are aggregated to network-level events, located with ENVELOC, and validated against the PNSN and ESEC catalogs — yielding a 15-year (2010–2025) catalog of ≈128,500 located events (≈115,000 surface events plus explosions) Kharita, 2025. The trained model is distributed through the SeisBench ecosystem; multi-sensor extensions (infrasound, tilt, DAS) and other PNW sites are in progress (see ModelHub). The catalog is currently under review, with ongoing refinement of the event-classification model, so event counts and class labels will continue to evolve.
These detections close the loop with the model in two ways: they provide validation labels for the modeled probability of failure — event presence, time, and location (see model §8 and HazEvalHub) — and they are a real-time monitoring stream alongside the nowcast.
Explore the located catalog on the interactive map (full project:
pnw
QuakeXNet · Mt. Rainier ENVELOC-located surface-event catalog — Akash Kharita (dashboard currently renders the ENVELOC-located subset; the full catalog spans 2010–2025)
Evaluation & metrics¶
(Link to HazEvalHub: probabilistic calibration (Brier, reliability) of , spatial agreement (IoU) against detection masks and the seismic detection catalog, and — for deep-seated — displacement-rate skill and early-warning lead time.)
Connection to use cases¶
Shallow failures feature in the 2025 Western Washington floods & landslides.
Open questions & roadmap¶
Quantify how prior uncertainty in static soil layers propagates to for each type.
A unified hydrology closure spanning the shallow (vadose) and deep (water-table) regimes.
References¶
- Hungr, O., Leroueil, S., & Picarelli, L. (2014). The Varnes classification of landslide types, an update. Landslides, 11(2), 167–194. 10.1007/s10346-013-0436-y
- Iverson, R. M. (2000). Landslide triggering by rain infiltration. Water Resources Research, 36(7), 1897–1910. 10.1029/2000WR900090
- Lu, N., & Godt, J. (2008). Infinite slope stability under steady unsaturated seepage conditions. Water Resources Research, 44(11), W11404. 10.1029/2008WR006976
- Guzzetti, F., Peruccacci, S., Rossi, M., & Stark, C. P. (2008). The rainfall intensity–duration control of shallow landslides and debris flows: an update. Landslides, 5(1), 3–17. 10.1007/s10346-007-0112-1
- Strauch, R., Istanbulluoglu, E., Nudurupati, S. S., Bandaragoda, C., Gasparini, N. M., & Tucker, G. E. (2018). A hydroclimatological approach to predicting regional landslide probability using Landlab. Earth Surface Dynamics, 6, 49–75. 10.5194/esurf-6-49-2018
- Beven, K. J., & Kirkby, M. J. (1979). A physically based, variable contributing area model of basin hydrology. Hydrological Sciences Bulletin, 24(1), 43–69. 10.1080/02626667909491834
- Montgomery, D. R., & Dietrich, W. E. (1994). A physically based model for the topographic control on shallow landsliding. Water Resources Research, 30(4), 1153–1171. 10.1029/93WR02979
- Kharita, A. (2025). QuakeXNet: A Deep-Learning Catalog of Mt.\ Rainier Surface Seismic Events (2010–2025). https://akashkharita.github.io/pnw_seismic_event_detection/