Fanyu Zhang

Publications

• A theoretical asperity contact creep model of interfacial friction for geomaterials
• Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring-shear tests
• Initiation and mobility of irrigation-induced loess flowslide recurrence on the Heifangtai area in China: Insights from hydrogeological conditions and liquefaction criteria
• Stabilization of Loess Using Nano-SiO2
• Experimental Investigation of the Compactability and Cracking Behavior of Polyacrylamide-Treated Saline Soil in Gansu Province, China
• Discussion of “A Simple Method for Predicting Rainfall-Induced Shallow Landslides”
• A catastrophic flowslide overridden on liquefied substrate: The 1983 Saleshan landslide, China
• A study of a flowslide with significant entrainment in loess areas in China
• Erratum for ‘Rapid loess flow slides in Heifangtai terrace, Gansu, China’ Quarterly Journal of Engineering Geology and Hydrogeology , 50, 106–110
• A theoretical asperity contact creep model of interfacial friction for geomaterials
• Spatial variation in geotechnical properties and topographic attributes on the different types of shallow landslides in a loess catchment, China
• Some fluidized landslides triggered by the 2011 Tohoku Earthquake (Mw 9.0), Japan
• Characteristics of special surface area and cation exchange capacity of lime-stabilized loess
• Loess liquefaction characteristics and its influential factors of Shibeiyuan landslide
• Ancient landslide-dam events in the Jishi Gorge, upper Yellow River valley, China
• The internal structure of a rockslide dam induced by the 2008 Wenchuan (Mw7.9) earthquake, China
• Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution
• Satellite remote sensing-based detection of the deformation of a reservoir bank slope in Laxiwa Hydropower Station, China
• Application of FX and MK soil-water characteristic curve models to fine-grained soils
• Large landslide susceptibility assessment by multivariate statistical analysis in the Longnan area affected by the Wenchuan earthquake
• Application of deterministic model to analyzing stability of hillslope of loess gully area
• Application of distributed hillslope stability model based on DEM to stability of shallow landslide of the loess gully area
• Engineering geology and stability of the jishixia landslide, yellow river, China
• Research on large deformation and its mechanism of Muzhailing tunnel
• A catastrophic flowslide that overrides a liquefied substrate: the 1983 Saleshan landslide in China
• Rapid loess flow slides in Heifangtai terrace, Gansu, China
• Modeling quasi-static crack propagation using preconditioned numerical manifold method
• Effect of irrigation-induced densification on the post-failure behavior of loess flowslides occurring on the Heifangtai area, Gansu, China
• Effects of heating on compositional, structural, and physicochemical properties of loess under laboratory conditions
• Physicochemical and Mechanical Properties of Lime-Treated Loess
• Trend and spatiotemporal distribution of fatal landslides triggered by non-seismic effects in China
• Characteristics and dynamic runout analyses of 1983 Saleshan landslide
• A rapid loess mudflow triggered by the check dam failure in a bulldoze mountain area, Lanzhou, China
• Moisture migration on the shear zone controls landslide failure models
• Factors affecting the soil–water retention curve of Chinese loess
• A catastrophic flowslide overridden on liquefied substrate: The 1983 Saleshan landslide, China
• Hazard assessment and mitigation of non-seismically fatal landslides in China
• Prediction of constrained modulus for granular soil using 3D discrete element method and convolutional neural networks
• Predicting initiation and failure of static liquefaction landslides in loess sediment: A laboratory data-driven sliding-block model
• A homogenized sliding-block model for landslide motion analysis