TerraMosaic Daily Digest: October 12, 2026
Daily Summary
The October 12 issue distinguishes evidence of a rapid failure from the observations available for warning. At Blanche River in Ontario, sensitive glaciolacustrine clay underwent rapid retrogression, evacuated much of the source area and temporarily blocked the river; the specific initiating trigger remains unidentified. At Yanghuachi in the Three Gorges region, a rainfall-induced bedding-rock landslide is linked to structure, weakened shale and permeability contrasts. Available InSAR points did not detect a reliable spatially coherent precursor, which cannot exclude localized motion outside their coverage. Runout back-analysis and assumed residual-failure scenarios define different parts of the remaining exposure.
Models and inventories help interpret the ground states that precede movement. A Gorkha framework compares competing regolith-thickness patterns against shallow-landslide populations in two contrasting landscapes. Guoba deformation forecasting distinguishes broad continuous creep from critical step-like movement, with different architectures serving those targets. A Beijing single-gully warning model reports strong verification over three later extreme events, while Sarez monitoring resolves dam and bank motions within a tectonically active lake setting. A Beijing groundwater review adds a longer timescale: surface rebound can coexist with continuing compaction at depth and does not establish restored aquifer storage.
Forecast and observation quality depend on the quantity and threshold being evaluated. Across three flood events, some AI weather models lead at lower rainfall thresholds, while WRF performs better at the strongest tested threshold. Assimilation, boundary forcing and training windows limit identical-state comparisons. Radar quality control reduces heavy-rainfall underestimation in two typhoons, and satellite wave retrieval is evaluated against an excluded year of buoy and altimeter observations. Updated coastal simulations show that sea-level rise changes surge, wave height and setup heterogeneously; a smaller surge increment cannot be interpreted as a lower total coastal water level.
Infrastructure and decision studies connect physical demand with the way consequences are assessed. Full-scale tunnel monitoring shows that pre-reinforcement can lower pile bending while raising axial demand. Centrifuge-based coherency analysis requires measured ground-variability inputs, and pre/post-earthquake minaret observations link frequency changes with localized damage and deformation demand. Canterbury household analysis shows that income growth can coexist with heterogeneous recovery costs. Updated Nepal warning design applies specifically to landslides with observable precursors and specifies verification and institutional escalation before deployment. Supporting soil, rock and sensing studies refine the material parameters and measurement assumptions used in these assessments.
Key Trends
Observation coverage, changing ground states and the definition of the evaluated response are central to the selected studies.
- Missing precursor evidence needs a coverage statement: Blanche River's unknown trigger and Yanghuachi's limited InSAR precursor record show why retrospective mechanisms and prospective detectability must be assessed separately.
- Different deformation targets require different models: Regolith organization, continuous creep, abrupt displacement steps and depth-dependent compaction cannot be reduced to one aggregate accuracy or surface-motion indicator.
- Model rankings depend on thresholds and experimental conditions: Flood-event weather comparisons and typhoon QPE corrections show threshold-dependent gains in rainfall metrics; downstream warning skill needs its own evaluation.
- Protection changes multiple demand components: Tunnel pre-reinforcement redistributes pile forces, while coastal scenarios alter surge, waves and setup differently; one reduced response does not describe total risk.
- Decision frameworks need explicit applicability: Household recovery, physical–social risk rankings and community warning pathways distinguish observed impacts, constructed indices and institutional choices.
Selected Papers
Sensitive-clay retrogression, rainfall-induced bedding-rock failure and coseismic shallow-landslide controls anchor this selection. Gully-specific warning, deformation forecasting and groundwater recovery connect observations with changing ground states. Weather, coastal and seismic studies examine how the chosen response measure affects assessment. Supporting papers address reinforcement, soil–rock properties, measurement quality and community decisions.
1. The June 20, 2025, retrogressive landslide in sensitive glaciolacustrine soils along the Blanche River, northeastern Ontario, Canada
Core Problem: Rapid retrogression can evacuate a terrace and obstruct a river without a known trigger.
Key Innovation: The Blanche River case documents sensitive-clay flow, upstream and downstream debris and a temporary blockage overtopped after about 34 hours; the initiating cause remains unidentified.
2. Deformation characteristics, failure mechanism, and residual hazards of the Yanghuachi rainfall-induced bedding rock landslide in the Three Gorges Reservoir Area, China
Core Problem: A rapid failure can leave both incomplete precursor evidence and residual exposure.
Key Innovation: Yanghuachi combines field and remote observations with runout back-analysis. No coherent precursor was detected at the available InSAR points; residual-zone impacts remain scenario estimates, and unobserved localized motion cannot be excluded.
3. Coseismic Shallow Landslide Distributions Reveal Patterns of Regolith Thickness in High Mountains
Core Problem: Unknown regolith thickness can organize landslide populations in different ways.
Key Innovation: ShallowLandslider compares competing thickness patterns in two Gorkha-affected regions, improving agreement over uniform thickness; inventory agreement does not uniquely measure regolith depth or establish globally transferable parameters.
4. A dynamic warning system for single-gully debris flows in Beijing mountain areas: model construction and performance verification
Core Problem: Regional thresholds can overlook gully-specific conditioning.
Key Innovation: A geological–rainfall coupling model is trained on historical records and reports strong detection with useful lead time in three later extreme events; performance and transfer remain conditional on the evaluated gullies and events.
5. DS-InSAR combined with dual-attention enhanced CNN-BiGRU for deformation prediction of typical landslides in the Jinsha River Basin
Core Problem: Good average creep prediction can hide smoothing of abrupt movements.
Key Innovation: Guoba comparisons distinguish a direct-output model for widespread creep from a sequence model for critical steps; global and point-specific R² measure different performance domains and do not establish warning skill.
6. Slope stability analysis of a plateau lake under strong earthquake impacts: a case study of Lake Sarez, Tajikistan
Core Problem: Dam and bank motions vary within a tectonically active lake setting.
Key Innovation: GNSS–InSAR constraints, dislocation modelling and clustering distinguish Sarez deformation zones; a relative low-motion cluster does not independently establish absolute dam stability or future failure probability.
7. Analysis on deformation and failure of multi-stage high slopes in open-pit mines based on strength reduction method
Core Problem: Water-sensitive diabase layers can connect deformation across excavation benches.
Key Innovation: Field mapping, in-situ shear tests and strength-reduction simulations reproduce weak-layer-controlled failure patterns; matching deformation does not uniquely validate absolute stability factors or future failure timing.
8. Morphological characteristics and spatial distribution of shallow landslides in the Qinling-Daba Mountains, China
Core Problem: Regional occurrence patterns and individual landslide dimensions need separate explanation.
Key Innovation: A 4315-event Qinling–Daba inventory resolves morphology, scaling and spatial associations; power-law fits and covariate associations alone do not prove self-organized criticality or causal controls.
9. Physics vs. AI in weather prediction: evaluating GraphCast, AIFS, and FuXi against an observation-corrected WRF model for flash floods
Core Problem: A model ranking can reverse when the rain threshold changes.
Key Innovation: Three flood-event comparisons favor some AI forecasts at low thresholds and WRF at the strongest tested threshold; assimilation, boundary forcing and training-period differences prevent a fully identical-state comparison.
10. A 3D‐Based Method for Flood Depth Estimation From Social Media Images
Core Problem: Flood images often lack a reliable object of known scale.
Key Innovation: Urban-model matching supplies metric scale and yields decimetre-scale depth errors in tested scenes; accuracy depends on registration and available 3D references, rather than proving universal image-based flood mapping.
11. Mechanical Responses of Adjacent Pile Foundations to Superlarge Slurry Shield Tunneling: A Full-Scale Field Case Study
Core Problem: Shield advance and pre-reinforcement alter different pile-demand components.
Key Innovation: Four instrumented piles at Zhanjiang Bay resolve axial-force redistribution and bending during tunnel passage; pre-reinforcement lowers bending while increasing axial demand under the observed configuration.
12. Multiphase CFD-DEM simulation of seepage failure in unsaturated earth-rock dams incorporating liquid-bridge capillary effects
Core Problem: Capillary cohesion and initial saturation can alter particle migration.
Key Innovation: A VOF–DEM liquid-bridge model is checked against laboratory dam tests and shows strongest resistance at an intermediate tested saturation; the result is conditional rather than a universal optimum water content.
13. Contrasting wave–surge dynamics under sea-level rise in the northern South China Sea
Core Problem: Sea-level rise can affect surge, waves and setup differently.
Key Innovation: Two typhoons and contrasting coastal geometries produce heterogeneous responses, including stronger waves with weak or negative surge changes; a reduced surge increment does not imply reduced total coastal water level or flood risk.
14. Structural health monitoring and seismic performance assessment of two historical masonry minarets before and after the 2023 kahramanmaraş earthquake sequence
Core Problem: Mode-dependent stiffness changes can occur without large changes in global mode shape.
Key Innovation: Two minarets combine ambient measurements, observed cracking and calibrated nonlinear models, linking post-event frequency loss with deformation demand; global forces alone do not capture every localized damage response.
15. Centrifuge-validated numerical framework for estimating seismic coherency
Core Problem: Site-specific wave coherency depends on measured ground variability.
Key Innovation: Random-field FE models reproduce two centrifuge deposit configurations and coherency bins; applying the method elsewhere requires appropriate velocity variability and correlation inputs.
16. Defining and resolving seismic complexity through a unified source–path–site framework: the Vrancea intermediate-depth ground motions
Core Problem: Interdependent source, path and site effects can appear as regional anomalies.
Key Innovation: A Vrancea framework re-evaluates recorded motion within a joint physical decomposition; regional consistency under limited observations is not proof of a unique global interpretation.
17. Axial velocity decay and scour mechanisms of propeller jets under near-bed conditions in restricted channels
Core Problem: The verified study examines axial jet decay and scour near the bed of restricted channels.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
18. A jointly optimized, multi-criteria peaks-over-threshold framework for regime-conditioned extreme wave analysis in the Persian Gulf
Core Problem: Threshold and declustering choices need joint justification.
Key Innovation: A multi-criteria POT workflow compares admissibility and predictive stability at five Gulf locations, with directional estimates generally tracking Shamal forcing; return levels remain model-based regional estimates.
19. A time-dependent system reliability and lifecycle optimization framework for RC structures subjected to bidirectional corner-rebar corrosion: Seismic fragility, energy-based functionality loss, and optimal maintenance
Core Problem: Nonuniform corrosion changes capacity and assumed residual functionality.
Key Innovation: Corner-specific corrosion is coupled with evolving damage limits and maintenance optimization; reported fragility and functionality losses are model outputs rather than measured post-earthquake recovery.
20. Long-term field observations of nonlinear wave deformation and energy transfer around submerged breakwaters at two coastal sites
Core Problem: The verified study follows nonlinear wave deformation and energy transfer at two submerged-breakwater sites.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
21. Erosion response of vegetated coastal dunes under wave action and elevated water levels: Flume experiments with Oenothera drummondii
Core Problem: The verified flume study examines dune vegetation response to waves and elevated water levels.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
22. Hydrodynamic Amplification from Tsunami Debris Damming in Macro-roughness Environments: A Material Point Method Study
Core Problem: The verified study uses a material point method to examine debris damming in macro-roughness environments.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
23. The impact of the Canterbury earthquakes on household income and expenditure in the Canterbury region in New Zealand
Core Problem: Income gains and recovery expenditure can coexist after a disaster.
Key Innovation: Linked Canterbury survey and administrative data show heterogeneous income and spending responses under a matched difference-in-differences design; increased income or refunds alone do not demonstrate improved household welfare.
24. Hierarchical Density-Based Cluster Analysis for Fault Segment Detection: A Case Study of the 2009 M w 6.1 L’ Aquila Earthquake (Central Italy)
Core Problem: Aftershock distributions can encode several activated fault segments.
Key Innovation: HDBSCAN groups the 2009 L'Aquila sequence to estimate segment number and geometry; hypocentre clustering does not independently establish a unique fault surface or future seismic potential.
25. Groundwater Recovery and Land Deformation in the Beijing Plain: A Review
Core Problem: Rising groundwater heads need not reverse accumulated aquifer compaction.
Key Innovation: A 101-study Beijing synthesis distinguishes regional slowing, localized rebound and continuing depth-dependent compaction; surface uplift alone does not establish recovered storage capacity.
26. Advanced AI-Based Techniques for Empirical Chronological Mapping of Lava Flows Using Multispectral Satellite Imagery: A Case Study of Mount Etna
Core Problem: Spectral age estimates need an explicit calibration domain.
Key Innovation: An Etna classification–regression workflow estimates historical surface ages with multi-decade errors and metric-dependent baseline comparisons; it complements rather than replaces field or radiometric dating.
27. Non-Linear PSInSAR Analysis of Surface Deformation Using Sentinel-1 Data: Evaluating the Effects of Urban Expansion
Core Problem: Spatial association and forecast improvement depend on evaluation design.
Key Innovation: Lahore time segmentation shows origin-dependent forecast benefit but no consistent block-test advantage; corrected annual comparisons do not establish significant core changes or a causal urban-growth effect.
28. Seismic response of hillside buildings under unidirectional and bidirectional ground motions with varying incidence angles
Core Problem: Bidirectional motion and incidence angle can change relative demand rankings.
Key Innovation: Three building geometries and twenty records show configuration- and angle-dependent drift and fragility; an average orientation does not represent every hillside building.
29. Energy-based seismic fragility for concentrically braced steel frames
Core Problem: Peak drift can miss accumulated inelastic demand.
Key Innovation: Eight braced-frame configurations and thirty motions show lower reported dispersion with an energy metric and greater differences at severe damage levels; the damage-index definition conditions the comparison.
30. An integrated seismic risk estimation framework for Türkiye
Core Problem: Structural risk and social coping conditions can yield different investment priorities.
Key Innovation: Türkiye combines gridded physical-risk outputs with a socioeconomic multiplier to rank provinces; this produces a screening index whose weighting is not independently calibrated as total monetary loss.
31. Stability assessment of typhoon rainfall-induced landslides using SBAS-InSAR and an improved Q-slope method
Core Problem: The verified study combines SBAS-InSAR with an improved Q-slope approach for typhoon-related landslide assessment.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
32. Rock avalanche dynamics in spatially variable blocky soil-rock mixtures: effects of block aspect ratio and orientation
Core Problem: The verified study examines block aspect ratio and orientation in spatially variable soil–rock mixtures.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
33. Mapping pipeline-induced talik and degraded permafrost in patchy permafrost terrain using borehole-calibrated multi-array ERT joint inversion
Core Problem: The verified study maps pipeline-induced talik and degraded permafrost using multi-array ERT joint inversion.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
34. Quantifying submarine landslides - Spatial & morphometric insights along the Calabrian continental margins
Core Problem: The verified study quantifies spatial and morphometric landslide patterns along the Calabrian continental margins.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
35. Designing evidence-to-decision pathways for community-based landslide early warning: A scenario-based framework from Nepal
Core Problem: Community reports need verification and institutional escalation pathways.
Key Innovation: ChetanaSathi specifies evidence construction, reconciliation and escalation for landslides with observable precursors; the design framework does not demonstrate deployed evacuation effectiveness or apply to every rapid failure.
36. Extreme basin-scale flood-dry events induce dramatic alterations in water–sediment dynamics within the Yangtze Estuary
Core Problem: The verified study examines basin-scale flood–dry effects on Yangtze Estuary water and sediment dynamics.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
37. Nonlinear dynamic response analysis of ACCWDs based on a deterministic numerical source-to-structure simulation
Core Problem: The verified study examines nonlinear dynamic response of ACCWDs through a numerical source-to-structure framework.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
38. Coupled influence of particle shape and basal configuration on rheology of granular media impacting against slit dam
Core Problem: Lower flow mobility need not imply a smaller force coefficient or residual load.
Key Innovation: Dry-grain simulations separate shape and basal-roughness effects on interlocking, deposition and impact; coefficients and peak forces describe different responses, with wet-flow transfer unvalidated.
39. Spatiotemporal evolution and stability criteria of traction-type landslides under intermittent rainfall considering spatial variability of geotechnical parameters
Core Problem: The verified study examines spatiotemporal evolution and stability criteria with spatially variable ground parameters.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
40. First-order geomechanical slip tendency analysis of faults in geological CO2 storage at the basin scale: From theory to practice
Core Problem: The verified first-order study assesses geomechanical fault slip tendency for basin-scale geological CO2 storage.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
41. Multi‐Year Subglacial Lake Activity and Hydrological Connectivity Beneath the Mid‐to‐Upper Reaches of David Glacier, East Antarctica, Inferred From DInSAR and Altimetry
Core Problem: Ice-surface motion can constrain otherwise inaccessible subglacial storage.
Key Innovation: Repeated fringe patterns and collocated altimetry identify active lakes and apparent storage changes beneath David Glacier; hydrological connectivity is inferred from several constraints rather than directly observed flow paths.
42. Mitigation of negative skin friction on piles in soft soil subgrade using prefabricated vertical drains (PVD)—an experimental study
Core Problem: Soil settlement relative to piles mobilizes negative skin friction.
Key Innovation: Model tests show that drain-assisted preconsolidation reduces interface motion and promotes pressure dissipation; useful consolidation timing depends on the examined clay and cyclic loads.
43. Experimental and Computational Evaluation of Pullout Response of Steel Rod Pipe Reinforcement with Embossed and Debossed Surface Features
Core Problem: Surface-feature spacing can change soil–reinforcement load transfer.
Key Innovation: Embossed and debossed pipe features improve tested pullout resistance, with different gains in physical and numerical tests; optimized spacing and geometry do not establish a universal reinforcement capacity.
44. Long-term accumulated deformation and phase transformation of K0-consolidated calcareous sand under wave-induced cyclic loading
Core Problem: The verified study examines accumulated deformation and phase transformation in K0-consolidated calcareous sand under wave loading.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
45. Baseline-informed Fourier neural operator correction for nonlinear wave loads on monopile foundations under steep regular waves
Core Problem: A fast analytical model can miss secondary cycles in steep-wave loads.
Key Innovation: An FNO learns a correction to the Rainey baseline against CFD, improving independent tests and diameter holdouts; agreement with a numerical reference is distinct from field validation.
46. Experimental study on artificial marine clay: Preparation and structural characteristics
Core Problem: Controlled specimens need specified sensitivity and softening properties.
Key Innovation: A kaolin-based preparation workflow produces tested marine-clay analogs with high saturation and tunable sensitivity; matching selected laboratory properties does not establish equivalence to every natural sensitive clay.
47. Multiscalar and nonlinear controls of drought impacts in Spain revealed by media-reported data
Core Problem: Reported impacts respond to accumulated deficits over different timescales.
Key Innovation: Spanish newspaper frequencies show nonlinear associations with SPI and SPEI duration, differing between sectors; report frequency is a visibility-dependent proxy rather than direct economic or physical loss.
48. ChinaTD30: An annual 30 m tree density dataset for China (1985–2022)
Core Problem: Long-term forest and non-forest changes need consistent spatial inputs.
Key Innovation: ChinaTD30 supplies annual 30 m tree-density estimates and uncertainty for 1985–2022 in a discussion preprint; its utility for landslide or wildfire assessment still requires task-specific evaluation.
49. Technical note: A physically based correction of WRF temperature using atmospheric lapse rates for high-resolution hydrological simulations in a glacierized catchment
Core Problem: Coarse land-cover representation can bias high-elevation temperature.
Key Innovation: Atmosphere-derived lapse rates and consistent humidity adjustment improve station and hydrological comparisons in Kauner Valley; results concern the tested catchment and are not a universal mountain bias correction.
50. Damage evolution of rock joints under high-strain-rate cyclic shearing based on morphological characterization
Core Problem: Initial joint resistance can deteriorate rapidly with cyclic damage.
Key Innovation: Controlled 2D and 3D joint tests link early strength and stiffness loss with asperity wear, normal stress and roughness; laboratory cycle counts do not directly define field failure times.
51. Enhanced Quantitative Precipitation Estimation During Typhoon Storms Based on Optimized Dual-Polarimetric Radar Quality Control
Core Problem: Beam blockage and phase retrieval can suppress observed rain intensity.
Key Innovation: Hybrid scans, mosaicking and phase fusion reduce underestimation in two typhoons, with uneven RMSE gains; improved radar rainfall does not independently validate downstream disaster warning.
52. Geodetic Deformation Inversion of Groundwater Variations in the Golmud River Basin, Northwestern China
Core Problem: Hydrological storage signals coexist with mining and urban deformation.
Key Innovation: InSAR, GNSS and gravimetry constrain elastic-loading estimates, with a tested recovery scale of about 40 km; raw SAR pixel spacing is not the effective groundwater-inversion resolution.
53. An Explainable Machine Learning Framework for Sentinel-1 SAR Wave-Mode Significant Wave Height Retrieval via Spotter-Buoy-Corrected ERA5 Reanalysis
Core Problem: Training targets and evaluation data need separation.
Key Innovation: Spotter-corrected ERA5 supports an interpretable SAR model tested on an excluded year, with buoy and altimeter checks; calibrated reanalysis labels remain distinct from direct observations everywhere.
54. Investigating the effect of compaction states on desiccation cracking characteristics of lateritic soil subjected to drying-wetting cycles
Core Problem: Density and fabric can influence cracking in different directions.
Key Innovation: Lateritic-soil wetting–drying tests link water content, pore structure and tensile response to crack development; trends contrasting with pure clay restrict universal compaction-based extrapolation.
55. A response surface-based calibration framework for accurate soil water content determination under saline conditions: a case study in Guangdong Province, China
Core Problem: Electrical moisture sensors respond jointly to salinity and suction.
Key Innovation: A response-surface correction improves tested gypsum-block estimates across three textures; calibration accuracy is bounded by the experimental salinity and soil domain.
56. Joint Roughness-Prestress Coupling Controls Stress-Wave Transmission in a Blocky Rock Mass: One-Dimensional Impact Experiments
Core Problem: Joint roughness and prestress alter different parts of a stress-wave signal.
Key Innovation: One-dimensional marble chains resolve attenuation, spectral change and a prestress-dependent motion transition; laboratory forces and geometry do not directly specify field rock-mass response.
57. Triaxial Testing to Determine the Shear Strength and the Shear and Normal Stiffness of Rock Joints
Core Problem: Stiffness and strength require reliable displacement measurements.
Key Innovation: Hydrostatic and differential triaxial tests estimate joint normal and shear properties and connect two friction formulations; applicability depends on tested joint geometry and stress states.
58. Fatigue Mechanisms of Porous Rocks Subjected to Cyclic Pore Pressures: Insights from Hydro-Mechanical Phase-Field Simulations
Core Problem: Repeated pore pressure can accumulate damage beyond a single loading response.
Key Innovation: A coupled diffusion, fatigue and breakage formulation reproduces numerical benchmarks and explores localization under cyclic pressure; field fatigue life is not established by those examples.
59. Concentration-Dependent Hydro-Salt–mechanical Deterioration Mechanism of Semi-cemented Conglomerate Under Cyclic Sulfate Crystallization
Core Problem: Salt concentration can change pore-network and interface damage.
Key Innovation: Dunhuang material tests link crystallization, debonding and mechanical degradation within a sensitive laboratory concentration range; that interval is not a universal field weathering threshold.
60. Engineering Properties of Mottled Clay: Structural Heterogeneity and Hydro-Mechanical Coupling
Core Problem: Structural heterogeneity may produce softening through pathways different from classic mineral swelling.
Key Innovation: A literature synthesis and preliminary Cambodian case motivate a structure-controlled deterioration hypothesis; the proposed mechanism and research agenda remain distinct from a broadly validated constitutive model.
61. Hydro–electro–chemical controls on electro-osmotic dewatering of soft saline clay deposits: a two-dimensional coupled model
Core Problem: Chemistry and drainage boundaries can reverse local electro-osmotic flow.
Key Innovation: Laboratory-checked hydro–electro–chemical simulations show nonmonotonic salinity effects and boundary-dependent consolidation; the tested slurry does not establish universal dewatering performance.
62. Predicting basic geotechnical properties of loess using cone penetration and electrical resistivity tests
Core Problem: Water content and density can confound separate measurement relations.
Key Innovation: A three-phase state parameter combines penetration and resistivity, checked on six profiles at five sites; prediction intervals and applicability remain conditional on represented loess states.
63. Substantial disagreement between satellite- and ground-level nighttime light patterns revealed by SDGSAT-1 and street view imagery
Core Problem: The verified study examines disagreement between satellite and street-view nighttime-light patterns.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
64. A decade of summer glacier fronts and calved glacier ice distribution in Kongs- and Krossfjorden, Svalbard, observed by Sentinel-1 extra wide swath
Core Problem: The verified Sentinel-1 study tracks a decade of Svalbard summer fronts and calved ice distributions.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
65. GeoSeg-SAM: Task-aligned adaptation of SAM for geological remote sensing interpretation
Core Problem: The verified study adapts SAM to geological remote-sensing interpretation.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
66. Breaking modal barriers: Achieving modality-balanced semantic segmentation across optical and SAR images through optical image-supervised learning
Core Problem: The verified study examines modality-balanced segmentation using optical-image supervision.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
67. SALPA: Spaceborne LiDAR point adjustment for Enhanced footprints geolocation
Core Problem: The verified SALPA method adjusts spaceborne LiDAR points for footprint geolocation.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
68. Device-aware machine learning for cohesive-soil erodibility under measurement heterogeneity
Core Problem: The verified study models cohesive-soil erodibility under measurement heterogeneity.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
69. Physics-guided neural network for frozen-soil unconfined compressive strength prediction under data scarcity with NMR-derived freezing-state information
Core Problem: The verified study predicts frozen-soil unconfined strength with physics-guided learning and NMR information under data scarcity.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
70. Ground-thermal contrasts among controlled-burning, natural, and water-ponded Carex-tussock sites in Xing'an permafrost, Northeast China
Core Problem: The verified study compares controlled-burning, natural and ponded tussock sites in Xing'an permafrost.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
71. A collaborative multi-agent architecture with physics-consistency validation for robust microseismic signal classification
Core Problem: The verified study proposes collaborative agents and physics-consistency validation for microseismic signal classes.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
72. A comparative investigation of physics-driven machine learning architectures for consolidation analysis
Core Problem: The verified study compares physics-driven machine-learning architectures for consolidation analysis.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
73. Active earth pressure in unsaturated marginal backfills with stochastic tension cracks governed by the influence zone and transitional regime
Core Problem: Crack location and variability can affect active thrust unequally.
Key Innovation: An influence-zone and transitional-regime formulation tests random crack fields in unsaturated backfill; parameter sensitivities remain conditional on the assumed field statistics and failure mechanism.
74. Settlement-informed boundary-adaptive excess pore water pressure prediction during vacuum preloading
Core Problem: The verified study uses settlement information and adaptive boundaries to predict excess pressure during vacuum preloading.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
75. 3-D shear velocity inversion based on group velocity dispersion with low spatial sampling surface wave data
Core Problem: The verified study reconstructs three-dimensional shear velocity from sparsely sampled group-velocity dispersion.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.
76. Revisiting NMR T2 distributions in porous media: Correcting non-fluid contributions for accurate pore structure characterization
Core Problem: The verified study corrects non-fluid contributions in NMR T2 distributions for pore-structure characterization.
Key Innovation: Not assessed: a reliable abstract matching the verified record was unavailable. Quantitative findings and validation cannot be established from the title alone.