Research graph
References from Investigation of the failure mechanism and reinforcement control effect of cut slopes under climate change. Local targets link to admitted publications; unresolved targets remain external evidence.
Retaining mechanism and structural characteristics of h type anti-slide pile (hTP pile) and experience with its engineering application
10.1016/j.enggeo.2017.03.018 · 2017 · External reference
The effect of the check dam on the sediment transport and control in debris flow events
10.1016/j.enggeo.2023.107397 · 2024 · External reference
Optimised design of soil reinforcement layout
10.1680/jgeot.19.p.326 · 2021 · External reference
Model tests of the response of landslide-stabilizing piles to piles with different stiffness
10.1007/s10346-019-01233-4 · 2019 · External reference
Numerical analysis of parametric effects on pile-stabilized slopes under lateral load
10.1155/adce/5573796 · 2025 · External reference
Changes in extreme precipitation and landslides over high Mountain Asia
10.1029/2019gl085347 · 2020 · External reference
A novel optimal plane arrangement of stabilizing piles based on soil arching effect and stability limit for 3D colluvial landslides
10.1016/j.enggeo.2015.06.018 · 2015 · External reference
Model testing of the response of stabilizing piles in landslides with upper hard and lower weak bedrock
10.1016/j.enggeo.2016.02.002 · 2016 · External reference
A preliminary study on the location of the stabilizing piles for colluvial landslides with interbedding hard and soft bedrocks
10.1016/j.enggeo.2017.04.020 · 2017 · External reference
Determination of the embedded length of stabilizing piles in colluvial landslides with upper hard and lower weak bedrock based on the deformation control principle
10.1007/s10064-017-1123-3 · 2019 · External reference
Optimal location of piles in stabilizing slopes based on a simplified double-row piles model
10.1007/s12205-020-0712-z · 2020 · External reference
Exceptional increases in fluvial sediment fluxes in a warmer and wetter high Mountain Asia
10.1126/science.abi9649 · 2021 · External reference
High Mountain Asia hydropower systems threatened by climate-driven landscape instability
10.1038/s41561-022-00953-y · 2022 · External reference
Enhancing long-term prediction of non-homogeneous landslides incorporating spatiotemporal graph convolutional networks and InSAR
10.1016/j.enggeo.2025.107917 · 2025 · External reference
Deformation mechanisms and evolution of a pile-reinforced landslide under long-term reservoir operation
10.1016/j.enggeo.2020.105747 · External reference
Investigation of internal force of anti-slide pile on landslides considering the actual distribution of soil resistance acting on anti-slide piles
10.1007/s11069-020-03971-4 · External reference
Performance and application of a novel drainage anti-slide pile on accumulation landslide with a chair-like deposit-bedrock interface in the three gorges reservoir area, China
10.1016/j.compgeo.2022.105199 · 2023 · External reference
Physical model test of the deformation mechanism of the multi-sliding zones landslide subjected to the operated reservoir
10.1007/s10064-023-03233-0 · 2023 · External reference
The failure modes of different bedding slate under uniaxial compression
10.3389/feart.2025.1742025 · 2026 · External reference
Investigation into the evolutionary mechanisms of catastrophic bedding rock landslides in deeply incised canyon regions: a case study of the zhisi Mountain landslide
10.1007/s10346-025-02521-y · 2025 · External reference
A novel approach for determining landslide pushing force based on landslide-pile interactions
10.1016/j.enggeo.2014.07.024 · 2014 · External reference
Experimental and numerical studies on the behavior and retaining mechanism of anchored stabilizing piles in landslides
10.1007/s10064-021-02391-3 · 2021 · External reference
Physical model tests and numerical modeling of stabilizing mechanism of portal double-row piles in landslides with interbedded weak and hard bedrock
10.1007/s10064-022-02607-0 · 2022 · External reference
Crack propagation law of rock with single fissure based on PFC2D
10.3389/feart.2022.977054 · 2023 · External reference
Study on the failure characteristics of sliding surface and stability analysis of inverted t-type retaining wall in active limit state
10.1371/journal.pone.0298337 · External reference
A case study on soil slope landslide failure and parameter analysis of influencing factors for safety factor based on strength reduction method and orthogonal experimental design
10.1371/journal.pone.0300586 · External reference
Field monitoring and deformation characteristics of a landslide with piles in the three Gorges Reservoir area
10.1007/s10346-018-0945-9 · 2018 · External reference
A novel approach for determining pile spacing considering interactions among multilayered sliding masses in colluvial landslides
10.1007/s12205-019-0459-6 · 2019 · External reference
A laboratory and field-monitoring experiment on the ability of anti-slide piles to prevent buckling failures in bedding slopes
10.1007/s12665-020-09288-6 · 2021 · External reference
Optimisation on plane arrangement of stabilising piles subjected to spatial distributed lateral load in landslides with multilayer sliding masses
10.1080/19648189.2020.1824819 · 2022 · External reference
A case study integrating field measurements and numerical analysis of high-fill slope stabilized with cast-in-place piles in Yunnan, China
10.1016/j.enggeo.2019.03.005 · 2019 · External reference
Effects of overconsolidation on the reactivated residual strength of remoulded deep-seated sliding zone soil in the three gorges reservoir Region, China
10.1016/j.enggeo.2022.106882 · 2022 · External reference
Experimental and MPM modelling of widened levee failure under the combined effect of heavy rainfall and high riverine water levels
10.1016/j.compgeo.2025.107259 · 2025 · External reference
