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Loose Fill Slope Stabilization With Soil Nails: Full-Scale Test

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2008
Soil nailing is commonly used for stabilizing cut slopes and retaining structures. The technique is, however, seldom used in stabilizing old loose fill slopes that were not constructed to the current standards.
SM Junaideen, C F Lee
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Numerical Simulation and Monitoring Analysis for High-Fill Slope

Advanced Materials Research, 2013
It is necessary to simulate construction and operation and analyze monitoring data in time for dynamic construction and reinforcement design of high-fill slope. As a typical example, some high-fill slope is calculated with limit equilibrium method for evaluation of the slope stability.
Liang Liang Duan, Guo Jing He, Jin Yi, Yue Feng Li   +3 more
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Analyzing the Stability of a High-Fill Slope based on Spatial Survey Information

Proceedings of the 7th International Conference on Informatics, Environment, Energy and Applications, 2018
Stabilizing high-fill slopes for mountainous airports in China is a significant geotechnical engineering challenge and needs to be resolved for airport construction to go ahead. This paper presents a dynamic stability analysis of the #13 landslide at Panzhihua Airport in Panzhihua City, China.
Xuanxing Ding, Lijuan Sun, Dingding Wu
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Sensitivity of High Fill Slope Stability Factors under Seismic Conditions

Soil Mechanics and Foundation Engineering, 2020
An evaluation method based on vector similarity is introduced to determine the sensitivity of stability factors of high fill slope under seismic action in this paper. The Euclidean similarity and cosine similarity of slope stability factors are calculated.
Huang Anping, Ye Shuaihua
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Analysis on Instability of a High Fill and Deep Excavation Loess Slope

Applied Mechanics and Materials, 2014
High filling and excavation of loess landslide happens more frequently, which serious impact on security of the project, but formation mechanism of the landslide is still not perfect, therefore this paper analyze from damage characteristics and influence factors of slope stability to evaluate its stability and summary such failure mode.
Sheng Li Tang, Bei Bei Han, Zhi Bin Li, Li Hai Sun   +3 more
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Stability Analysis of High Filling Slope Affected by Precipitation Intensity

Applied Mechanics and Materials, 2012
Aiming at researching on stability of slope affected by precipitation intensity, transient saturated-unsaturated seepage finite element method and slope stability finite element method are combined in this paper. Vadose field of slope is simulated in different precipitation intensity.
Wen Tao Wang, Tao Song, Zeng Rong Liu
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Stability Analysis of High Filling Slope Effected by Precipitation Duration

Applied Mechanics and Materials, 2012
Aiming at researching on stability of high filling slope effected by precipitation duration. Transient saturated-unsaturated seepage method and slope stability finite element method is combined in this paper. Vadose field of slope is simulated in different precipitation duration condition.
Zeng Rong Liu, Shao Feng Luo
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3D Effect Analysis of Geometrically Complicated High-Filled Slope Stability

ICCTP 2010, 2010
Strength reduction method is frequently used to evaluate the slope stability in 2D FEM. Stability factors of embankment’s cross section at the gully bottom and of the whole embankment are obtained by 2D and 3D FEM respectively in this study. It is found that the stability factor obtained by 2D analysis is smaller than that of 3D.
Guo-xiong Wu, Jing-sheng Ding, Min Wang, Xian-yi Liu   +3 more
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Slope Effects on Soil Moisture Migration and Evolution in Shallow Layers of Loess High-Fill Slopes in the Gully Land Consolidation

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Langping Li, Han Bao, Hengxing Lan
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Analysis and Study on Slope Stability of High Fill Subgrade

Advanced Materials Research, 2014
The slope failure of high fill embankment have a large proportion under self-weight and external conditions,Because of the complexity of the soil deformation and stress,General methods such as the limit equilibrium and numerical analysis have their own limitations,The paper takes high fill subgrade engineering in Fujian province as the background ...
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