242 results on '"Lei, Huayang"'
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2. Influence of Foundation Pit Groups’ Excavation on the Deformation Characteristics of Adjacent Railway Subgrade and Protection Measures
3. FEM and Experimental Analysis of Lunar Soil Excavation Test
4. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
5. A nonlinear dynamic constitutive model of cohesive soil-captured cyclic strain softening characteristics
6. Ground settlement and tunnel response due to twin-curved shield tunnelling in soft ground with small clear distance
7. Ground deformation behaviour induced by overlapped shield tunnelling considering vibration loads of subway train in sand
8. Relating twin-tunnelling-induced settlement to changes in the stiffness of soil
9. Geotechnical properties of the South China Sea soft soil: a comparative study with the soils from Bohai Sea and Yellow Sea
10. Generalized model for predicting the thermal conductivity of fine-grained soils
11. Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading
12. The development of sand erosion induced by shield-tunnel joint leakage
13. Load-transfer-associated settlements of a piled building during shield tunnelling in soft ground
14. Application of an integrated nonuniform seismic random excitation method in tunnel engineering in soft soil areas
15. Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method
16. Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay
17. Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills
18. Ground movement induced by triple stacked tunneling with different construction sequences
19. Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
20. A settlement prediction model considering tidal loading and traffic loading of soft soil subgrade
21. Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading
22. Investigation on the macro- and microdeformation characteristics of silty clay under different shield construction stress paths
23. An empirical model for predicting pore pressure development in artificial freeze-thaw soft clay under cyclic loading
24. Geostress-associated settlements of a raft-foundation building due to shield tunnelling in soft ground
25. Effects of acidity and magnesium ions on the self-weight consolidation settlement of Tianjin dredged fill
26. Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element method
27. Stability analysis of slope reinforced by double-row stabilizing piles with different locations
28. Model test and discrete element method simulation of shield tunneling face stability in transparent clay
29. Design and test verification of a cylindrical 3D laminar shear soil container for use on shaking tables
30. Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading
31. Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study.
32. Reinforcement treatment of dredging sludge using a novel method of electro-osmosis vacuum preloading.
33. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
34. Ultra-soft Ground Improvement Using Air-Booster Vacuum Preloading Method: Laboratory Model Test Study
35. Numerical Study of the Effect of Clay Structure on Piezocone Penetration Test Results
36. Effects of chemical conditions on the engineering properties and microscopic characteristics of Tianjin dredged fill
37. Deformation and fabric of soft marine clay at various cyclic load stages
38. Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays
39. Accumulative plastic strain behaviors and microscopic structural characters of artificially freeze-thaw soft clay under dynamic cyclic loading
40. The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain
41. Experimental verification on analytical models of lunar excavation
42. Investigation of gravity effect on penetration resistance in Tongji-1 lunar regolith simulant by centrifuge tests
43. Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading.
44. A settlement prediction model for shallow dredger fill improved by vacuum preloading
45. Laboratory model study of newly deposited dredger fills using improved multiple-vacuum preloading technique
46. Vacuum preloading combined with surcharge preloading method for consolidation of clay-slurry ground: A case study
47. Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study.
48. A Nonlinear Dynamic Constitutive Model of Cohesive Soil-Captured Cyclic Strain Softening Characteristics
49. Softening and deformation characteristics of Tianjin soft soil under principal stress rotation induced by traffic loading
50. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
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