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The morphology evolution of the shear band in slope: insights from physical modelling using transparent soil

https://doi.org/10.1007/s10064-019-01649-1

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/nag.2522openalex-snapshot

Numerical modeling of combined effects of upward and downward propagation of shear bands on stability of slopes with sensitive clay

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An experimental investigation of the relationships between grain size distribution and shear banding in sand

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Monitoring, prediction, and early warning using ground-based radar interferometry

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Real-time monitoring and early warning of landslides at relocated Wushan Town, the Three Gorges Reservoir, China

inferredcites →https://doi.org/10.1007/s10346-013-0446-9openalex-snapshot

A finite element approach for the analysis of active slow-moving landslides

inferredcites →https://doi.org/10.1007/s10346-018-0946-8openalex-snapshot

Time evolution and spatial accumulation of progressive failure for Xinhua slope in the Dagangshan reservoir, Southwest China

inferredcites →https://doi.org/10.1007/s11431-011-4640-5openalex-snapshot

Some new pre-warning criteria for creep slope failure

inferredcites →https://doi.org/10.1007/s11440-013-0247-2openalex-snapshot

A transparent aqueous-saturated sand surrogate for use in physical modeling

inferredcites →https://doi.org/10.1007/s11629-017-4560-3openalex-snapshot

Evaluation of the possible slip surface of a highly heterogeneous rock slope using dynamic reduction method

inferredcites →https://doi.org/10.1016/j.compgeo.2010.04.010openalex-snapshot

Stability analysis of slopes in soils with strain-softening behaviour

inferredcites →https://doi.org/10.1016/j.compgeo.2012.08.006openalex-snapshot

A large deformation analysis for the assessment of failure induced deformations of slopes in strain softening materials

inferredcites →https://doi.org/10.1016/j.enggeo.2019.105354openalex-snapshot

Development of transparent cemented soil for geotechnical laboratory modelling

inferredcites →https://doi.org/10.1016/j.gsf.2017.10.007openalex-snapshot

Rock-soil slope stability analysis by two-phase random media and finite elements

inferredcites →https://doi.org/10.1016/j.jmps.2017.10.003openalex-snapshot

All you need is shape: Predicting shear banding in sand with LS-DEM

inferredcites →https://doi.org/10.1016/j.probengmech.2017.01.001openalex-snapshot

A direct simulation method and lower-bound estimation for a class of gamma random fields with applications in modelling material properties

inferredcites →https://doi.org/10.1016/j.proeng.2017.01.034openalex-snapshot

Numerical Study of the Formation of Shear Bands in Soil under Interface Shearing

inferredcites →https://doi.org/10.1016/j.tafmec.2018.02.018openalex-snapshot

Numerical modeling of shear band propagation in porous plastic dilatant materials by XFEM

inferredcites →https://doi.org/10.1061/(asce)1090-0241(2008)134:7(992)openalex-snapshot

Characterization of Cemented Sand by Experimental and Numerical Investigations

inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000988openalex-snapshot

Identification Method of Deformation Localization in DEM-Simulated Granular Geomaterials Based on Contact Deformations

inferredcites →https://doi.org/10.1130/0091-7613(2002)030<0719:pomira>2.0.co;2openalex-snapshot

Patterns of movement in rotational and translational landslides

inferredcites →https://doi.org/10.1130/berkey.1950openalex-snapshot

Application of Geology to Engineering Practice

inferredcites →https://doi.org/10.1130/berkey.1950.83openalex-snapshot

Mechanism of Landslides

inferredcites →https://doi.org/10.1130/g21147.1openalex-snapshot

Development of progressive landslide failure in cohesive materials

inferredcites →https://doi.org/10.1139/cgj-2015-0651openalex-snapshot

Downhill progressive landslides in long natural slopes: triggering agents and landslide phases modeled with a finite difference method

inferredcites →https://doi.org/10.1139/cgj-2016-0338openalex-snapshot

A novel technique to monitor subsurface movements of landslides

inferredcites →https://doi.org/10.1139/t07-070openalex-snapshot

A particulate-scale investigation of cemented sand behavior

inferredcites →https://doi.org/10.1139/t07-116openalex-snapshot

Twenty-ninth Canadian Geotechnical Colloquium: The role of advanced numerical methods and geotechnical field measurements in understanding complex deep-seated rock slope failure mechanisms

inferredcites →https://doi.org/10.1201/noe0415443180openalex-snapshot

Landslides and Climate Change: Challenges and Solutions

inferredcites →https://doi.org/10.1201/noe0415443180.ch25openalex-snapshot

Pre-failure behaviour of slope materials and their significance in the progressive failure of landslides

inferredcites →https://doi.org/10.1631/jzus.a1200121openalex-snapshot

Progressive failure analysis of slope with strain-softening behaviour based on strength reduction method

inferredcites →https://doi.org/10.5334/jors.blopenalex-snapshot

PIVlab – Towards User-friendly, Affordable and Accurate Digital Particle Image Velocimetry in MATLAB

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4013334openalex-extracted

Shear Band Propagation and Mechanical Behaviours of Landslides of Slope Under Top Loading

inferred← citeshttps://doi.org/10.1007/s10064-026-05232-3openalex-snapshot

Seismic failure mechanisms of railway embankments under variable water level conditions: Insights from transparent soil shaking table tests

inferred← citeshttps://doi.org/10.1007/s11440-026-03235-8openalex-snapshot

Transparent soil experiments on the deformation evolution of reservoir bank landslide stabilized by multi-row anti-slide pile groups

inferred← citeshttps://doi.org/10.1007/s11665-025-12872-1openalex-snapshot

Transparent Soil: A Review of Material Innovation, Optical Imaging Technique, and Multidisciplinary Application

inferred← citeshttps://doi.org/10.1007/s12145-024-01691-yopenalex-snapshot

Deformation patterns and failure mechanism of rock slopes with fault fracture zone induced by over-excavation

inferred← citeshttps://doi.org/10.1007/s12665-022-10327-7openalex-snapshot

Deformation patterns and failure mechanism of high and steep stratified rock slopes with upper steep and lower gentle style induced by step-by-step excavations

inferred← citeshttps://doi.org/10.1007/s40098-023-00757-wopenalex-snapshot

Behavior of Straight and Step Slope under Precarious Loading

inferred← citeshttps://doi.org/10.1016/j.cageo.2023.105338openalex-snapshot

Automatic recognition of slide mass and inversion analysis of landslide based on discrete element method

inferred← citeshttps://doi.org/10.1016/j.compgeo.2025.107206openalex-snapshot

Numerical study on seepage-induced instability of soil-rock mixture slopes using CFD-DEM coupling method

inferred← citeshttps://doi.org/10.1016/j.enggeo.2022.106765openalex-snapshot

Transparent soil model test of a landslide with umbrella-shaped anchors and different slope angles in response to rapid drawdown

inferred← citeshttps://doi.org/10.1016/j.jrmge.2021.12.028openalex-snapshot

Evolution of cracks in the shear bands of granite residual soil

inferred← citeshttps://doi.org/10.1016/j.jrmge.2022.12.021openalex-snapshot

The primary influence of shear band evolution on the slope bearing capacity

inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.03.053openalex-snapshot

Bearing capacity, shear band evolution, and deformation characteristics of slopes reinforced by root-inspired anchors using transparent soil model testing

inferred← citeshttps://doi.org/10.1016/j.jrmge.2025.08.042openalex-snapshot

Instability mechanism of dangerous rock masses on bank slopes containing a single shear band under the deterioration of reservoir water

inferred← citeshttps://doi.org/10.1016/j.trgeo.2026.102300openalex-snapshot

Macro and meso-scale evaluation of expansive soil-geogrids interaction: mechanical properties and PIVLAB-based mechanism analysis

inferred← citeshttps://doi.org/10.1038/s41598-024-80812-5openalex-snapshot

Effects of rock content and spatial distribution on the stability of soil rock mixture embankments

inferred← citeshttps://doi.org/10.1080/19648189.2022.2088624openalex-snapshot

Numerical analysis of bifurcation and shear band measurement in geomaterials

inferred← citeshttps://doi.org/10.1155/2022/5095511openalex-snapshot

A Continuous Test Method for Dynamic Change of Real Mesostructures of Soil

inferred← citeshttps://doi.org/10.19101/ijatee.2021.875841openalex-snapshot

Impact on slopes with development of shear band

inferred← citeshttps://doi.org/10.21203/rs.3.rs-9277703/v1openalex-snapshot

Anchorage-Seepage Coupling Mechanisms and Multi-Objective Optimization for Progressive Failure Control in Water level fluctuation Zones

inferred← citeshttps://doi.org/10.3389/fmats.2021.740388openalex-snapshot

Material Preparation and Geotechnical Properties of Transparent Cemented Soil for Physical Modeling

inferred← citeshttps://doi.org/10.3390/app12031180openalex-snapshot

Evolution of Shear Band in Plane Strain Compression of Naturally Structured Clay with a High Sensitivity

inferred← citeshttps://doi.org/10.3390/buildings14040959openalex-snapshot

ViT-Based Image Regression Model for Shear-Strength Prediction of Transparent Soil

inferred← citeshttps://doi.org/10.3390/buildings14092753openalex-snapshot

Research on the Pile–Soil Interaction Mechanism of Micropile Groups in Transparent Soil Model Experiments

inferred← citeshttps://doi.org/10.3390/s24165448openalex-snapshot

A Transparent Soil Experiment to Investigate the Influence of Arrangement and Connecting Beams on the Pile–Soil Interaction of Micropile Groups

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