All Stories

  1. An active learning framework featured Monte Carlo dropout strategy for deep learning-based semantic segmentation of concrete cracks from images
  2. Monitoring of tree tilt motion using lorawan-based wireless tree sensing system (IoTT) during super typhoon Mangkhut
  3. Automated High-Speed S-Wave Velocity Tomographic System for Laboratory Geotechnical Engineering Process Monitoring – A Study on Pile Installation
  4. An Experimental Microstructural Characterization of High-quality, Load-preserved Fabric 1-D Consolidated Kaolinite Samples
  5. Comprehensive microstructural characterizations of 1-D consolidated kaolinite samples with fabric tensors and pore elongation factors
  6. Density Effect and Associated Unjamming Events on the Aging-Induced Stiffness Increase in Sand
  7. An Innovative Experimental Setup for Characterizing Friction Fatigue during Cyclic Jacking of Piles in Dense Sand
  8. Closure to “Experimental Characterizations of Contact Movement in Two-Dimensional Rod Assembly Subjected to Direct Shearing” by Q. Yuan, Y. H. Wang, P. O. Tam, X. Li, and Y. Gao
  9. Preparation of High-Quality Load-Preserved Fabric Clay Samples for Microstructural Characterizations: A Pragmatic Guide Featuring a 3-D–Printed Oedometer
  10. Application of Film-Like Sensors for K0and Pore Water Pressure Measurement in Clay During 1D Consolidation
  11. Examining the influence of vegetation on slope hydrology in Hong Kong using the capacitive resistivity technique
  12. Experimental characterization of deformation, coefficient of earth pressure at rest, stiffness, and contact force distributions of sand during secondary compression and rebound
  13. Pore-size changes and responses of kaolinite with different structures subject to consolidation and shearing
  14. Closure to “Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests” by Z. Zhang and Y. H. Wang
  15. Experimental Characterizations of an Aging Mechanism of Sands
  16. 3D printed testing device
  17. Near real-time landslide monitoring with the smart soil particles
  18. Experimental characterization of the influence of fines on the stiffness of sand with inherent fabric anisotropy
  19. Closure to “Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions” by Y. Gao and Y. H. Wang
  20. Non-Contact Sensing System to Measure Specimen Volume During Shrinkage Test
  21. Three-dimensional DEM simulations of monotonic jacking in sand
  22. The use of electrical conductivity measurements in the prediction of hydraulic conductivity of unsaturated soils
  23. Examining Setup Mechanisms of Driven Piles in Sand Using Laboratory Model Pile Tests
  24. The use of P-wave velocity tomography – a particular application on exploring the mechanism of friction fatigue
  25. An Instrumented Flume to Characterize the Initiation Features of Flow Landslides
  26. Evaluation of the capacitively coupled resistivity (line antenna) method for the characterization of vadose zone dynamics
  27. DEM simulations of shear modulus and damping ratio of sand with emphasis on the effects of particle number, particle shape, and aging
  28. Examining the mechanisms of sand creep using DEM simulations
  29. Inversion of capacitively coupled resistivity (line-antenna) measurements
  30. Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions
  31. Applying MEMS Accelerometers to Measure Ground Vibration and Characterize Landslide Initiation Features in Laboratory Flume Test
  32. Examining the behavior and mechanisms of structuration in sand under the $$\hbox {K}_{0}$$ K 0 condition
  33. Mechanisms of Aging-Induced Modulus Changes in Sand with Inherent Fabric Anisotropy
  34. Theoretical and experimental examinations of the capacitively coupled resistivity (line antenna) method
  35. Calibration of Tactile Pressure Sensors for Measuring Stress in Soils
  36. Mechanisms of Aging-Induced Modulus Changes in Sand under Isotropic and Anisotropic Loading
  37. DEM simulation on soil creep and associated evolution of pore characteristics
  38. Three-dimensional DEM simulations on pile installation
  39. An exploratory study on using miniature sensors to monitor landslide motion
  40. A Broadband Dielectric Measurement Technique: Theory, Experimental Verification, and Application
  41. Experimental Characterization of Dynamic Property Changes in Aged Sands
  42. Mechanisms of Small-Strain Shear-Modulus Anisotropy in Soils
  43. Discrete Element Modeling of Contact Creep and Aging in Sand
  44. Characterization of Cemented Sand by Experimental and Numerical Investigations
  45. Density Effects on the Aging Behavior of Sands and the Anisotropy of Aging-Induced Stiffness Increases
  46. The Effects of the pH-influenced Structure on the Dielectric Properties of Kaolinite–Water Mixtures
  47. Laboratory characterization of the spatial variability in soils by the EM-wave-based technique
  48. Complementary Wave-Based Characterizations of Sedimentation Processes
  49. A particulate-scale investigation of cemented sand behavior
  50. Attenuation in sand: an exploratory study on the small-strain behavior and the influence of moisture condensation
  51. Dual Porosity and Secondary Consolidation
  52. Measurement Biases in the Bender Element Test
  53. Reply to the discussion by Sridharan et al. on "Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations"
  54. Damping-ratio measurements by the spectral-ratio method
  55. Laboratory Studies of Two Common Saprolitic Soils in Hong Kong
  56. Structure characteristics and mechanical properties of kaolinite soils. II. Effects of structure on mechanical properties
  57. Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations
  58. Wave-Based Characterizations of Sand Behavior under the K 0 -Condition
  59. Broadband Characterizations of Material Permittivity with a Small-Sized Open-Ended Coaxial Probe
  60. Dynamic Coupling Effects in Frictional Geomaterials—Stochastic Resonance
  61. Specific surface: determination and relevance
  62. Bimaterial interface cracks originating from holes