51 results on '"Lan, Hengxing"'
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2. Analysis of the mechanical effects and influencing factors of cut-fill interface within loess subgrade
3. Large-scale field tunnel model experience and time-dependent floor heave induced by humidification
4. Hydro-mechanical effects of vegetation on slope stability: A review
5. Impact analysis of repeated improper treatment of bridge site slopes to bridge across
6. Mechanical properties and microstructure evolution of two ecological slope-protection materials under dry-wet cycles
7. Large scale land reclamation and the effects on hydro-mechanical behavior in loess and loess-derived fill
8. Performance test and effect evaluation of guar gum-stabilized loess as a sustainable slope protection material
9. The indispensable role of resilience in rational landslide risk management for social sustainability
10. Characteristic analysis and potential hazard assessment of reclaimed mountainous areas in Lanzhou, China
11. Effect of disturbance on the progressive failure process of Eastern Himalayan Gneiss
12. Self-Attention Based Domain Adaptation with Deep Expectation for Cross-Regional Loess Moisture Content Prediction
13. Time-dependency deterioration of polypropylene fiber reinforced soil and guar gum mixed soil in loess cut-slope protecting
14. Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway
15. Shear behavior of loess: The role of drainage condition
16. Kinematic-based landslide risk management for the Sichuan-Tibet Grid Interconnection Project (STGIP) in China
17. 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
18. Spatiotemporal distribution characteristics, causes, and prevention advice of fatal geohazards in Jiangxi Province, China
19. Analysis of large deformation of deep-buried brittle rock tunnel in strong tectonic active area based on macro and microcrack evolution
20. An ecological indicator system for shallow landslide analysis
21. Sampling interval-size effects and differential sensitivities of different morphology parameters of rock joint
22. Time-Dependency Deterioration of Two Ecological Materials in Loess Cut-Slope Protecting
23. Characterizing saturation state of loess using P-wave velocity
24. Microfracture characterization of shale constrained by mineralogy and bedding
25. The Combination of Deformation Characteristics and Susceptibility Mapping Reveals the Spatial Characteristics of Active Landslides Along a Section of the Jinsha River
26. Sliding mechanical properties of fault gouge studied from ring shear test-based microscopic morphology characterization
27. Debris Flow Analyst (DA): A debris flow model considering kinematic uncertainties and using a GIS platform
28. A new joint morphology parameter considering the effects of micro-slope distribution of joint surface
29. On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling
30. Excavation damaged zone division and time-dependency deformation prediction: A case study of excavated rock mass at Xiaowan Hydropower Station
31. Loess erosion patterns on a cut-slope revealed by LiDAR scanning
32. Geometrical heterogeneity of the joint roughness coefficient revealed by 3D laser scanning
33. Distribution characteristics and controlling factors of vertical joint spacing in sand-mud interbedded strata
34. Effects of sand and water contents on the small-strain shear modulus of loess
35. Recovering absolute scale for Structure from Motion using the law of free fall
36. Novel grain-based model for simulation of brittle failure of Alxa porphyritic granite
37. Porewater salinity effect on flocculation and desiccation cracking behaviour of kaolin and bentonite considering working condition
38. Anisotropy rather than transverse isotropy in Longmaxi shale and the potential role of tectonic stress
39. Multi-dimensional SAR tomography for monitoring the deformation of newly built concrete buildings
40. An analytical solution to slip buckling slope failure triggered by earthquake
41. High-position debris flow: A long-term active geohazard after the Wenchuan earthquake
42. Nonlinear dynamic failure process of tunnel-fault system in response to strong seismic event
43. Resonance effect existence or not for landslides triggered by 2008 Wenchuan earthquake: A reply to the comment by Drs. Xu Chong and Xu Xiwei
44. A Pleistocene landslide-dammed lake, Jinsha River, Yunnan, China
45. Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China
46. Spatial distribution analysis of landslides triggered by 2008.5.12 Wenchuan Earthquake, China
47. Rockfall hazard analysis using LiDAR and spatial modeling
48. Estimating the size and travel distance of Klapperhorn Mountain debris flows for risk analysis along railway, Canada
49. RockFall analyst: A GIS extension for three-dimensional and spatially distributed rockfall hazard modeling
50. Mechanism of deep cracks in the left bank slope of Jinping first stage hydropower station
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