Initiated by Dr. Xin Wei, University of Michigan
Ongoing development by the community

TerraMosaic Daily Digest: Mar 26, 2026

March 26, 2026
TerraMosaic Daily Digest

Daily Summary

This March 26, 2026 digest distills 41 selected papers from 1033 analyzed records. The dominant scientific move is away from trigger-only explanation. The best papers show how instability emerges only when forcing meets a particular slope architecture, soil state, tunnel geometry, or monitoring scale.

The day’s literature is also notable for how it connects sensing to consequence. SWOT, radar rainfall, geodetic atmosphere-ionosphere signals, post-disaster image matching, and multi-hazard digital twins are not presented as generic data products; they are used to resolve the hidden variable that determines whether a disturbance remains manageable or becomes catastrophic.

Key Trends

The best papers explain hazardous outcomes by resolving the controlling state of terrain, materials, and infrastructure rather than by listing triggers in isolation.

  • Failure is being parameterized by state, not by trigger alone: The strongest landslide and slope papers focus on weak layers, saturation, cyclic weathering, gas-pressure buildup, and energy dissipation rather than on hazard labels alone.
  • Observation systems are becoming hazard-specific instruments: SWOT, radar retrieval, point-cloud reconstruction, and geodetic atmospheric signals are being calibrated to the exact failure mode they are meant to detect or explain.
  • Seismic geotechnics is moving toward coupled formulations: Liquefaction, tunnel-fault interaction, and tunnel response under repeated shaking are increasingly modeled as soil-water-structure systems rather than isolated components.
  • Climate papers are shifting from trend reporting to mechanism-aware hazard translation: Extreme rainfall, drought propagation, wildfire outbreak, sediment export, and extreme sea levels are being recast in forms that can support applied hazard analysis.
  • Resilience is being operationalized across scales: Community-led flood adaptation, structural fragility mapping, and national virtual test beds all point toward more actionable multi-hazard planning.

Selected Papers

This digest features 41 selected papers from 1033 papers analyzed.

1. Slope unit-based evaluation of climate change impacts on landslide susceptibility in the Nepal Himalaya

Source: Geomatics, Nat. Haz. & Risk Type: Susceptibility Assessment Geohazard Type: Landslides Relevance: 9/10

Core Problem: Landslide susceptibility models in mountain regions still struggle to combine geomorphologically coherent terrain units with forward-looking climate forcing.

Key Innovation: The paper evaluates climate-change effects on Nepal Himalayan landslide susceptibility using slope units rather than gridded pixels, improving terrain realism for regional susceptibility change assessment.

2. Shaking table test on the seismic failure mechanism of a deposit slope with a weak interlayer: Insights from Hilbert-Huang Transform analysis

Source: J. Mountain Science Type: Concepts & Mechanisms Geohazard Type: Earthquake-induced landslides Relevance: 9/10

Core Problem: Weak-interlayer deposit slopes remain difficult to diagnose because sliding-surface propagation and interface-controlled amplification are not tracked explicitly in dynamic tests.

Key Innovation: Large-scale shaking-table experiments and Hilbert-Huang analysis resolve how overburden-weak-layer-bedrock vibration contrasts drive sliding-surface development and sudden landslide release.

3. A comparative experimental study of deep-seated landslides in gentle soil slopes triggered by water or hydrogen peroxide

Source: Acta Geotechnica Type: Concepts & Mechanisms Geohazard Type: Deep-seated landslides Relevance: 9/10

Core Problem: Deep-seated failures in apparently gentle, stable slopes remain hard to reproduce experimentally, especially when pore-pressure and gas-pressure pathways differ.

Key Innovation: Flume tests compare water-triggered and hydrogen-peroxide-triggered failures, showing how small gas-generating injections can induce distinct deep-seated failure modes at far lower fluid volumes.

4. Energy-driven micro-macro modeling of earthquake-induced landslides via peridynamics-discrete element method framework

Source: JRMGE Type: Hazard Modelling Geohazard Type: Earthquake-induced landslides Relevance: 9/10

Core Problem: Conventional DEM frameworks struggle to capture nonlocal fracture evolution and energy transfer during earthquake-induced landslide initiation and disintegration.

Key Innovation: A coupled peridynamics-DEM framework resolves bond breakage, slip-surface coalescence, and energy-dissipation hotspots, offering an energy-based view of earthquake-landslide failure evolution.

5. SWOT detects dispersive tsunami tied to a near-trench source in the 2025 Kamchatka earthquake

Source: Science (AAAS) Type: Detection and Monitoring Geohazard Type: Tsunami, megathrust earthquakes Relevance: 8/10

Core Problem: Near-trench tsunami generation is difficult to resolve because slip depth and wave dispersion are often poorly constrained by conventional observations alone.

Key Innovation: Centimeter-scale SWOT observations are combined with geodetic and seafloor-pressure data to resolve trailing-wave dispersion and infer shallow slip structure in the 2025 Kamchatka event.

6. Experimental study on the macroscopic and microscopic properties of the sliding zone soil in the Huaipa landslide under wetting-drying cycles

Source: Frontiers in Earth Science Type: Concepts & Mechanisms Geohazard Type: Landslides Relevance: 8/10

Core Problem: Repeated wetting-drying cycles progressively weaken sliding-zone soil, but the macro-to-micro deterioration pathway is often inferred rather than measured directly.

Key Innovation: By coupling shear testing with microscopy, the study links early rapid strength loss to fissure growth, pore coarsening, and cementation breakdown in Huaipa landslide material.

7. Teleseismic Radial Anisotropy Reveals a Sill‐Dominated Magma Reservoir Beneath the Valles Caldera, New Mexico

Source: GRL Type: Concepts & Mechanisms Geohazard Type: Volcanic hazard Relevance: 7/10

Core Problem: The geometry and melt architecture of crustal magma storage beneath large calderas remain difficult to resolve from velocity anomalies alone.

Key Innovation: Dense-array teleseismic tomography reveals strong radial anisotropy co-located with low velocities, supporting a laterally extensive sill-complex model for magma storage beneath Valles Caldera.

8. Extreme Precipitation Events: A Comprehensive Catalog for Northern Chile (17.5° S to 30.0° S)

Source: ESSD Type: Detection and Monitoring Geohazard Type: Extreme rainfall, flash floods, debris flows Relevance: 7/10

Core Problem: Northern Chile lacks a unified event-scale reference linking extreme rainfall, moisture transport, snowline behavior, and topographic setting.

Key Innovation: This catalog classifies four decades of extreme precipitation events with meteorological descriptors, IVT patterns, and snow-cover information, creating a structured basis for flood and slope-hazard analysis.

9. Spatiotemporal dynamics and attribution of meteorological-hydrological drought propagation in the central section of the northern Tianshan Mountains

Source: Geomatics, Nat. Haz. & Risk Type: Hazard Modelling Geohazard Type: Drought Relevance: 7/10

Core Problem: The propagation from meteorological drought to streamflow deficit remains poorly attributed in high-mountain basins with strong climatic and terrain controls.

Key Innovation: This study tracks drought transition in time and space and links propagation behavior to the governing hydroclimatic drivers of the northern Tianshan system.

10. Dominant frequency response and dynamic mechanism of rock slopes under blasting loads: A machine learning-driven time-frequency analysis

Source: J. Mountain Science Type: Detection and Monitoring Geohazard Type: Rock slope instability Relevance: 7/10

Core Problem: Rock-slope vibration response under blasting is spatially variable and nonlinear, making dominant-frequency behavior difficult to predict.

Key Innovation: Wavelet analysis and machine learning are used together to map and predict dominant-frequency evolution in blasted slopes, clarifying how structural conditions modulate dynamic response.

11. Modelling soil–structure interaction and liquefaction-induced large deformation under seismic loading using a fully coupled soil–water SPH approach

Source: Acta Geotechnica Type: Hazard Modelling Geohazard Type: Liquefaction Relevance: 7/10

Core Problem: Predicting liquefaction-driven structural deformation remains difficult because soil, pore water, and structural response must be solved in a fully coupled manner.

Key Innovation: The paper advances a coupled SPH framework validated against shaking-table and field cases, showing how foundation-soil liquefaction governs large wall and structure displacement.

12. Assessment of Advanced Hypoplastic Models for Simulating the Dynamic Response of Liquefiable Sloping Ground in LEAP Experiments

Source: Geotech. & Geol. Eng. Type: Hazard Modelling Geohazard Type: Liquefiable sloping ground Relevance: 7/10

Core Problem: Advanced constitutive models for liquefiable sloping ground are rarely compared systematically across shared benchmark experiments.

Key Innovation: Using LEAP centrifuge cases, this assessment shows where three hypoplastic model variants succeed or fail in predicting acceleration, pore-pressure evolution, and deformation.

13. Design of a Virtual Test Bed for the Italian territory: Proof of Concept for Multi-hazard scenarios effects in the context of a national resilience assessment

Source: IJDRR Type: Resilience Geohazard Type: Multi-hazard scenarios Relevance: 7/10

Core Problem: National-scale resilience assessment needs realistic environments in which linked geological hazards can be simulated together rather than one at a time.

Key Innovation: The paper introduces a virtual territorial test bed that chains landslides, subsidence, earthquakes, and volcanic processes into scalable scenario tools for resilience planning.

14. Fault Friction, Plate Rheology, and Mantle Torques From a Global Dynamic Model of Neotectonics

Source: JGR: Earth Surface Type: Concepts & Mechanisms Geohazard Type: Earthquakes, tectonic deformation Relevance: 6/10

Core Problem: Large-scale tectonic hazard analysis still lacks benchmark dynamic models that reconcile plate-boundary weakness, mantle forcing, and plate-interior strength within a single framework.

Key Innovation: This study constrains global fault friction, rheology, and slab-pull versus basal-traction partitioning with a benchmark thin-shell model, sharpening the mechanical basis for seismic and tectonic hazard interpretation.

15. Sub‐Wavelength Seabed Stiffness Control of Seismic Amplitude Modulation in Seafloor DAS

Source: GRL Type: Detection and Monitoring Geohazard Type: Seafloor geohazards, seismic monitoring Relevance: 6/10

Core Problem: Amplitude striping along seafloor distributed acoustic sensing cables is difficult to interpret, limiting their use in quantitative hazard monitoring.

Key Innovation: By separating wavefield components and linking them to shallow stiffness contrasts, the paper turns DAS amplitude modulation into a direct proxy for near-surface seabed properties.

16. An update to a regional frequency analysis to global extreme sea levels

Source: Coastal Engineering Type: Hazard Modelling Geohazard Type: Coastal flooding Relevance: 6/10

Core Problem: Global coastal hazard assessment needs updated extreme-sea-level estimates that integrate tides, surge, wave setup, and changing mean sea level consistently.

Key Innovation: The paper upgrades regional frequency analysis to a global coastline framework, improving threshold selection, index-flood calibration, and spatial discretization for rare coastal water-level estimation.

17. A three stage ‘Matching-Retrieval-Optimization’ method for radar–rainfall retrieval: a case study in the Yiluo River Basin, China

Source: Geomatics, Nat. Haz. & Risk Type: Early Warning Geohazard Type: Floods Relevance: 6/10

Core Problem: Radar-based rainfall fields often remain too biased or unstable for direct use in flood forecasting and warning operations.

Key Innovation: The paper proposes a three-stage retrieval pipeline that improves radar-rainfall estimation quality for basin-scale flood monitoring and downstream warning use.

18. A study for local disturbances of ionospheric TEC prior to strong earthquakes

Source: Geomatics, Nat. Haz. & Risk Type: Detection and Monitoring Geohazard Type: Earthquake precursors Relevance: 6/10

Core Problem: Possible ionospheric precursors to strong earthquakes remain difficult to isolate from background TEC variability.

Key Innovation: This study evaluates localized TEC disturbances before strong earthquakes, refining the observational basis for geodetic precursor monitoring.

19. Impact of earthquakes on tropospheric delays—case studies of the 2025 Tibet Mw6.8 and Myanmar Mw7.9 earthquakes

Source: Geomatics, Nat. Haz. & Risk Type: Detection and Monitoring Geohazard Type: Earthquakes Relevance: 6/10

Core Problem: The effect of earthquake-generated atmospheric disturbances on GNSS tropospheric delay has not been characterized well enough for routine geophysical interpretation.

Key Innovation: Using the 2025 Tibet and Myanmar earthquakes, the study shows how crustal shaking and atmospheric coupling propagate into tropospheric-delay signals observable by GNSS.

20. Optimizing GCM ensemble selection and weighted MME development for improved drought projection under global climate models simulations

Source: Natural Hazards Type: Hazard Modelling Geohazard Type: Drought Relevance: 6/10

Core Problem: Drought projections remain highly uncertain when poorly performing climate models are retained indiscriminately in ensemble products.

Key Innovation: This paper ranks GCMs spatially and builds weighted multi-model ensembles that improve regional drought projection skill over unfiltered model combinations.

21. Modeling environmental drivers and socio-economic/human predictors of forest fire outbreaks in Algeria

Source: Natural Hazards Type: Risk Assessment Geohazard Type: Wildfires Relevance: 6/10

Core Problem: Localized wildfire outbreak patterns are not explained sufficiently by broad climatic context alone when human and landscape controls are strong.

Key Innovation: The study uses satellite- and GIS-derived predictors with statistical models to separate the relative roles of topography, fuel, settlement, and land configuration in Algerian fire occurrence.

22. Social influences on behavioural response to earthquake shaking: evidence from CCTV footage

Source: Natural Hazards Type: Vulnerability Geohazard Type: Earthquakes Relevance: 6/10

Core Problem: Earthquake safety messaging explains recommended actions, but real behavioral uptake during shaking is still poorly observed in social settings.

Key Innovation: CCTV evidence from the Kaikōura earthquake is used to show how nearby behavior shapes hesitation and protective action during shaking, refining human-vulnerability understanding.

23. Assessing neotectonic deformation and terrain evolution through geospatial morphometric techniques across the MBT zone, NW Himalaya

Source: J. Mountain Science Type: Detection and Monitoring Geohazard Type: Neotectonic deformation, terrain instability Relevance: 6/10

Core Problem: Ongoing terrain deformation along active Himalayan thrust zones remains difficult to compare consistently across adjacent basins.

Key Innovation: The study combines morphometric indices and field evidence across 16 sub-basins to diagnose differential uplift, incision, and neotectonic control near the Main Boundary Thrust.

24. Energy absorption behavior and damage constitutive model of frozen moraine soil under impact loading

Source: J. Mountain Science Type: Concepts & Mechanisms Geohazard Type: Frozen slope instability, debris-flow source material Relevance: 6/10

Core Problem: High-altitude moraine soils subjected to blasting or impact are often treated as homogeneous media, obscuring the microstructural basis of instability.

Key Innovation: The paper quantifies how temperature and strain rate control dynamic response and energy absorption in frozen moraine soil, then formulates a constitutive model for damage evolution.

25. Wavelet-based analysis of aeolian sand dynamics and adaptive mitigation strategies for desert highways

Source: J. Mountain Science Type: Mitigation Geohazard Type: Wind erosion, drifting-sand hazards Relevance: 6/10

Core Problem: Standardized sand-control measures often fail because aeolian forcing varies strongly across desert-highway corridors.

Key Innovation: This work combines wavelet analysis, ERA5 winds, terrain data, and remote sensing to build site-specific mitigation strategies for drifting-sand hazard management.

26. Quantifying the relative contributions of climate change and human activities to runoff and sediment load variations: a case study of the Yellow River Basin in Gansu Province, China

Source: J. Mountain Science Type: Hazard Modelling Geohazard Type: Runoff and sediment hazards Relevance: 6/10

Core Problem: Runoff and sediment-load changes in plateau and loess basins cannot be managed well without separating climate-driven and human-driven contributions.

Key Innovation: Using dual-mass curves and cumulative-anomaly analysis, the study partitions how climate change and human activity reshape runoff-sediment relations across three Yellow River sub-basins.

27. Freeze-thaw damage in coastal quartzite cliffs under seawater influence: From mechanical deterioration to a constitutive model

Source: Engineering Geology Type: Concepts & Mechanisms Geohazard Type: Coastal cliff erosion, rockfall Relevance: 6/10

Core Problem: Coastline retreat in cold regions cannot be predicted well without resolving how freeze-thaw cycling and seawater alter cliff-rock mechanics.

Key Innovation: Laboratory experiments and a new constitutive model show how seawater-modified freeze-thaw damage changes mass loss, strength, and deterioration trajectories in coastal quartzite cliffs.

28. Reconstruction of vegetation-occluded rock point clouds for discontinuity identification

Source: Engineering Geology Type: Detection and Monitoring Geohazard Type: Rockfall hazards Relevance: 6/10

Core Problem: Vegetation occlusion degrades slope point clouds and hides structural discontinuities that are essential for rockfall hazard assessment.

Key Innovation: The study reconstructs missing rock-surface point clouds and improves discontinuity extraction under heavy vegetation cover, restoring structural continuity for slope diagnosis.

29. Schmidt-hammer exposure-age dating (SHD) of coarse rockfall debris, Mountains of Mourne, Northern Ireland: Inferences regarding deglaciation and the paraglacial response of the rock walls

Source: Geomorphology Type: Concepts & Mechanisms Geohazard Type: Rockfalls, paraglacial slope response Relevance: 6/10

Core Problem: The timing of paraglacial rock-slope response following deglaciation is still underconstrained for many mid-latitude mountain regions.

Key Innovation: Exposure-age dating of coarse rockfall debris reveals when rock-wall failure accelerated after deglaciation, linking debris accumulation to paraglacial adjustment and possible seismic forcing.

30. A comparative study between formal guidelines and resident-led practices for mitigating flood impacts on residential buildings: A case study in Santo Amaro do Maranhão, Brazil

Source: IJDRR Type: Mitigation Geohazard Type: Floods Relevance: 6/10

Core Problem: Building-level flood mitigation guidance often diverges from the strategies residents actually implement under chronic flood exposure.

Key Innovation: Field evidence from Brazilian communities compares formal guidance with resident-led adaptations, showing which low-cost practices are perceived as effective in repeated flooding.

31. GeoSight v2: strengthening disaster impact assessment with coordinate referencing, inpainting, and similarity models

Source: ISPRS J. Photogrammetry Type: Detection and Monitoring Geohazard Type: Disaster impact assessment Relevance: 6/10

Core Problem: Crowdsourced post-disaster imagery is often geolocated to the camera position rather than the damaged asset, weakening mapping accuracy.

Key Innovation: GeoSight v2 improves image-to-location matching by combining coordinate referencing, inpainting-based object isolation, and perceptual similarity scoring for faster impact assessment.

32. Accuracy Degradation Characteristics of SWOT Water Level Products: Evidence from the Yangtze River

Source: Science of Remote Sensing Type: Detection and Monitoring Geohazard Type: Flood monitoring, river hydrology Relevance: 6/10

Core Problem: The conditions under which SWOT river water-level products lose geolocation and elevation accuracy are not yet characterized well enough for operational use.

Key Innovation: This study quantifies how cross-track geometry, layover, slope, water extent, and brightness degrade SWOT river-stage accuracy along the Yangtze main stem.

33. Climate change promotes universal increases in suspended sediment load of glacier-fed lakes on the Tibetan plateau

Source: Catena Type: Hazard Modelling Geohazard Type: Glacier-fed lake sediment hazards Relevance: 6/10

Core Problem: The sedimentary response of glacier-fed lakes to accelerated warming remains less documented than glacier retreat itself, despite its downstream ecological and hazard implications.

Key Innovation: Using satellite imagery and spectral modeling, the paper shows that high-turbidity events and suspended sediment loads are increasing across many Tibetan glacier-fed lakes under warming.

34. Experimental investigation of ground saturation effects on the seismic response of circular tunnel under multiple earthquake events

Source: TUST Type: Hazard Modelling Geohazard Type: Tunnel seismic hazard, liquefaction Relevance: 6/10

Core Problem: Tunnel seismic performance under repeated earthquakes remains sensitive to saturation and liquefaction in ways that are not yet resolved experimentally.

Key Innovation: Sequential shaking-table tests show that higher saturation sharply increases settlement and alters amplification behavior, clarifying liquefaction-controlled tunnel response across foreshock-mainshock-aftershock loading.

35. Differential longitudinal soil-structure interactions and damage analysis in tunnels crossing reverse and normal active faults

Source: TUST Type: Hazard Modelling Geohazard Type: Active-fault tunnel hazard Relevance: 6/10

Core Problem: Reverse and normal faulting impose distinct longitudinal tunnel interaction modes, but those differences remain underexplored in lifeline engineering.

Key Innovation: Finite-element analysis and centrifuge validation show that reverse faults drive compression and void-zone development, whereas normal faults favor tension and compaction-zone behavior in tunnels.

36. Face stability of shallow shield tunnels in inclined sand-clay strata: effects of dip angle and interface elevation

Source: TUST Type: Hazard Modelling Geohazard Type: Tunnel face instability Relevance: 6/10

Core Problem: Shield-tunnel face stability in inclined sand-clay sequences remains poorly constrained because interface position and dip reshape failure geometry nonlinearly.

Key Innovation: Centrifuge tests and discrete-element simulations show that interface elevation governs critical support pressure more strongly than dip angle, refining shallow-tunnel face-stability assessment.

37. Ranges of Critical Stress Thresholds During Rock Brittle Failure Under Uniaxial Compression

Source: Rock Mech. & Rock Eng. Type: Concepts & Mechanisms Geohazard Type: Rock failure Relevance: 5/10

Core Problem: Critical crack-initiation and damage thresholds are still reported inconsistently across brittle rocks, limiting their use in instability analysis.

Key Innovation: The study derives theoretical ranges for crack-initiation and damage stress ratios from damage mechanics and validates them against a large compilation of uniaxial tests.

38. Mitigating rainfall induced erosion of rammed earth in Great Wall by protective coating: Insights from laboratory study

Source: Engineering Geology Type: Mitigation Geohazard Type: Rainfall erosion Relevance: 5/10

Core Problem: Rainfall erosion threatens rammed-earth heritage sites, yet protection design often lacks a strong mechanical and material basis.

Key Innovation: The paper links shear-strength optimization of repair material to raindrop and rainfall-erosion tests, then develops a geopolymer-based coating for erosion mitigation on Great Wall rammed earth.

39. Six decades of ecogeomorphological adjustment to multi-scale disturbance in central Spanish Pyrenean headwater rivers

Source: Catena Type: Concepts & Mechanisms Geohazard Type: River geomorphology, sediment dynamics Relevance: 5/10

Core Problem: Long-term mountain-river adjustment cannot be understood without linking basin-scale land-cover change to reach-scale channel narrowing and sediment redistribution.

Key Innovation: Historical hydrology, NDVI, topographic differencing, and channel-width analysis reveal how land abandonment and flow decline reorganized headwater-river morphology over six decades.

40. Delayed response of river sediment to drainage reorganization in the arid and semi-arid regions

Source: Catena Type: Concepts & Mechanisms Geohazard Type: Sediment dynamics Relevance: 5/10

Core Problem: Sediment systems in dryland rivers may respond slowly to drainage reorganization, but the lag mechanisms are poorly quantified.

Key Innovation: Detrital-zircon provenance data show that arid climate and human disturbance can substantially delay downstream sedimentary response after drainage reorganization.

41. Multi-dimensional seismic fragility assessment of steel diagrid systems under mainshock–aftershock sequences via vine-copula modeling

Source: Soil Dyn. & Earthquake Eng. Type: Risk Assessment Geohazard Type: Earthquake engineering Relevance: 5/10

Core Problem: Aftershock-sensitive structural fragility remains difficult to quantify when mainshock and aftershock intensities are treated independently or too simply.

Key Innovation: The paper uses vine-copula dependencies to build multidimensional fragility surfaces for diagrid buildings under mainshock-aftershock sequences.