Abstract
Y. Li, J. Li, T. Ning, D. Zhang
Abstract
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No local reference links have been materialized yet.
No local citing links have been materialized yet.
Analysis of slope stability of canals' embankments under traffic load
10.9734/air/2019/v19i330122 · 2019
Coupled numerical and analytical stability analysis charts for an earth-fill dam under rapid drawdown conditions
10.3390/app12094550 · 2022
Influence of unsaturated hydraulic properties on transient seepage and stability analysis of an earthen dam
10.1061/(asce)gm.1943-5622.0002414 · 2022
10.1007/978-981-13-6701-4_45
10.1007/978-981-13-6701-4_45 · 2019
Numerical studies on the performance of hybrid-geosynthetic-reinforced soil slopes subjected to rainfall
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Permanent deformation characteristics of saturated sand under cyclic loading
10.1139/cgj-2014-0341 · 2015
Settlements of existing and widened embankments over soft soils
10.4028/www.scientific.net/amr.446-449.1167 · 2012
Effect of soil-reinforcement interaction coefficient on reinforcement tension distribution of reinforced slopes
10.1016/j.geotexmem.2020.03.003 · 2020
Behaviour of soft ground improved by conventional and geogrid-encased stone columns, based on FEM study
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Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field
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Experimental investigations on the mechanically stabilised earth wall under static load conditions
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Role of antecedent rainfall in the earthquake-triggered shallow landslides involving unsaturated slope covers
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Analysis of static and cyclic traffic loading of an embankment supported by a geogrid retaining structure
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Dynamic hydromechanical behavior of reservoir slopes: seepage and deformation under variable water level drawdown
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Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency
10.1016/j.soildyn.2021.107023 · doi-reference
Theoretical analysis on reduction of load-induced excess pore-water pressures in roads with geogrids
10.1061/(asce)gm.1943-5622.0002518 · doi-reference
Analysis of static and cyclic traffic loading of an embankment supported by a geogrid retaining structure
10.2478/sjce-2022-0015 · doi-reference
Stability evaluation of road-cut slopes in the lesser himalaya of uttarakhand, India: conventional and numerical approaches
10.1007/s10064-013-0532-1 · doi-reference
Assessment of risk along rock slopes in himachal himalaya using rockfall hazard rating system and landslide possibility index
10.17491/jgsi/2026/174337 · doi-reference
Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load
10.12989/gae.2020.20.2.087 · doi-reference
Role of unsaturated soil properties in the development of slope susceptibility map
10.1680/jgeen.20.00085 · doi-reference
Investigation of landslides triggered by unprecedented rainfall events during 2023 monsoon in Himachal Pradesh, India
10.1007/s10346-025-02471-5 · doi-reference
Effect of pore water pressure on slope stability in a heavy-haul railway embankment using a deep learning approach
10.1007/s12040-025-02546-w · doi-reference
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments
10.1016/j.geotexmem.2020.11.001 · doi-reference
Composite geosynthetics for climate-resilient slope stability: a comprehensive review
10.3390/app16052276 · doi-reference
Role of antecedent rainfall in the earthquake-triggered shallow landslides involving unsaturated slope covers
10.3390/app12062917 · doi-reference
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement
10.1139/cgj-2022-0585 · doi-reference
Erosion control performance of natural geotextiles for slope stabilization
10.1016/j.geotexmem.2025.09.004 · doi-reference
Experiment on the performance of high-speed railway subgrade with tire debris mixed filling
10.1016/j.trgeo.2024.101226 · doi-reference
Analysis of earth pressure on geogrid reinforced retaining wall and improvement of its calculation method
10.1051/jnwpu/20224061366 · doi-reference
Experimental investigations on the mechanically stabilised earth wall under static load conditions
10.1080/19648189.2018.1537898 · doi-reference
Assessment of critical rainfall scenarios for slope stability analyses based on historical rainfall records in Singapore
10.1007/s12665-021-10160-4 · doi-reference
Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field
10.3208/sandf1972.29.105 · doi-reference
Permanent deformation behavior of compacted loess under long-term traffic loading
10.1061/(asce)mt.1943-5533.0002815 · doi-reference
Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration
10.1016/j.geotexmem.2023.09.010 · doi-reference
Permanent deformation and particle crushability of calcareous sands under cyclic traffic-induced loadings through simple shear apparatus
10.1016/j.trgeo.2024.101428 · doi-reference
The use of geosynthetics in roads
10.1680/jgein.21.00046 · doi-reference
Landslides in a changing climate
10.1016/j.earscirev.2016.08.011 · doi-reference
Reliability analysis of geosynthetic-reinforced steep slopes
10.1680/jgein.15.00057 · doi-reference
Behaviour of soft ground improved by conventional and geogrid-encased stone columns, based on FEM study
10.1680/gein.13.00017 · doi-reference
Effect of soil-reinforcement interaction coefficient on reinforcement tension distribution of reinforced slopes
10.1016/j.geotexmem.2020.03.003 · doi-reference
Settlements of existing and widened embankments over soft soils
10.4028/www.scientific.net/amr.446-449.1167 · doi-reference
Permanent deformation characteristics of saturated sand under cyclic loading
10.1139/cgj-2014-0341 · doi-reference
Numerical studies on the performance of hybrid-geosynthetic-reinforced soil slopes subjected to rainfall
10.1680/jgein.15.00022 · doi-reference
10.1007/978-981-13-6701-4_45
10.1007/978-981-13-6701-4_45 · doi-reference
Influence of unsaturated hydraulic properties on transient seepage and stability analysis of an earthen dam
10.1061/(asce)gm.1943-5622.0002414 · doi-reference
Coupled numerical and analytical stability analysis charts for an earth-fill dam under rapid drawdown conditions
10.3390/app12094550 · doi-reference
Analysis of slope stability of canals' embankments under traffic load
10.9734/air/2019/v19i330122 · doi-reference