361 results on '"Lan, Hengxing"'
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2. Failure evaluation and control factor analysis of slope block instability along traffic corridor in Southeastern Tibet
3. Shear strength parameters identification of loess interface based on borehole micro static cone penetration system
4. On characteristics of K0 value and shear behaviour of loess using triaxial test
5. River incision and fracture density controls on the style and pattern of slope failure on the northeastern Tibetan Plateau
6. Bedding effect on progressive crack propagation in layered sandstone grotto roof
7. Recognition of cross-regional loess water content based on machine vision: Case study of three regions
8. Analysis of the mechanical effects and influencing factors of cut-fill interface within loess subgrade
9. Effect of crack depth on the initiation and propagation of crack-induced sliding in a paleosol area on a loess slope: Three-dimensional investigation based on model testing and laser scanning
10. Spatio-temporal evolution law of anisotropic shear damage on rock mass joint surface affected by joint morphology
11. Role of rainfall temporal distribution on effective infiltration in the loess slope and prediction model
12. Landslide spatial prediction using cluster analysis
13. Hydro-mechanical effects of vegetation on slope stability: A review
14. Revisiting landslide risk terms: IAEG commission C-37 working group on landslide risk nomenclature
15. Multispectral versus texture features from ZiYuan-3 for recognizing on deciduous tree species with cloud and SVM models
16. Evolution of high-filling loess slope under long-term seasonal fluctuation of groundwater
17. Effect of interface morphology on the heterogeneous development of bedding-perpendicular joints in soft–hard interbedded strata
18. Large-scale field tunnel model experience and time-dependent floor heave induced by humidification
19. Human activities are intensifying the spatial variation of landslides in the Yellow River Basin
20. Influences of strain rate on mechanical behaviors of unsaturated and quasi-saturated loess under varying drainage conditions
21. Impact analysis of repeated improper treatment of bridge site slopes to bridge across
22. Large scale land reclamation and the effects on hydro-mechanical behavior in loess and loess-derived fill
23. Mechanical properties and microstructure evolution of two ecological slope-protection materials under dry-wet cycles
24. Landslide length, width, and aspect ratio: path-dependent measurement and a revisit of nomenclature
25. Performance test and effect evaluation of guar gum-stabilized loess as a sustainable slope protection material
26. The indispensable role of resilience in rational landslide risk management for social sustainability
27. Characteristic analysis and potential hazard assessment of reclaimed mountainous areas in Lanzhou, China
28. Progressive Transition from Extension Fracture to Shear Fracture of Altered Granite During Uniaxial Tensile Tests
29. Analytical ‘decisiveness’ as a robust measure of the absolute importance of landslide predisposing factors
30. The role of discontinuities in the susceptibility, development, and runout of rock avalanches: a review
31. Landslide longitudinal shape: a new concept for complementing landslide aspect ratio
32. Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway
33. Kinematic-based landslide risk management for the Sichuan-Tibet Grid Interconnection Project (STGIP) in China
34. Application of an improved multi-temporal InSAR method and forward geophysical model to document subsidence and rebound of the Chinese Loess Plateau following land reclamation in the Yan'an New District
35. Analysis of large deformation of deep-buried brittle rock tunnel in strong tectonic active area based on macro and microcrack evolution
36. An ecological indicator system for shallow landslide analysis
37. Characteristics of a rapid landsliding area along Jinsha River revealed by multi-temporal remote sensing and its risks to Sichuan-Tibet railway
38. Research on geological and surfacial processes and major disaster effects in the Yellow River Basin
39. Poverty control policy may affect the transition of geological disaster risk in China
40. Sampling interval-size effects and differential sensitivities of different morphology parameters of rock joint
41. Advancing Digital Image-Based Recognition of Soil Water Content: A Case Study in Bailu Highland, Shaanxi Province, China
42. Characterizing saturation state of loess using P-wave velocity
43. Sliding mechanical properties of fault gouge studied from ring shear test-based microscopic morphology characterization
44. Debris Flow Analyst (DA): A debris flow model considering kinematic uncertainties and using a GIS platform
45. Hazard assessment and mitigation of non-seismically fatal landslides in China
46. A new joint morphology parameter considering the effects of micro-slope distribution of joint surface
47. On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling
48. Excavation damaged zone division and time-dependency deformation prediction: A case study of excavated rock mass at Xiaowan Hydropower Station
49. Loess erosion patterns on a cut-slope revealed by LiDAR scanning
50. Geometrical heterogeneity of the joint roughness coefficient revealed by 3D laser scanning
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