38 results on '"Lei, Huayang"'
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2. Ground settlement and tunnel response due to twin-curved shield tunnelling in soft ground with small clear distance
3. Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation
4. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
5. The development of sand erosion induced by shield-tunnel joint leakage
6. Geotechnical properties of the South China Sea soft soil: a comparative study with the soils from Bohai Sea and Yellow Sea
7. Application of an integrated nonuniform seismic random excitation method in tunnel engineering in soft soil areas
8. Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading
9. Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay
10. Ground movement induced by triple stacked tunneling with different construction sequences
11. Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
12. A settlement prediction model considering tidal loading and traffic loading of soft soil subgrade
13. Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading
14. Investigation on the macro- and microdeformation characteristics of silty clay under different shield construction stress paths
15. An empirical model for predicting pore pressure development in artificial freeze-thaw soft clay under cyclic loading
16. Effects of acidity and magnesium ions on the self-weight consolidation settlement of Tianjin dredged fill
17. Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element method
18. Model test and discrete element method simulation of shield tunneling face stability in transparent clay
19. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
20. Effects of chemical conditions on the engineering properties and microscopic characteristics of Tianjin dredged fill
21. Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading
22. Accumulative plastic strain behaviors and microscopic structural characters of artificially freeze-thaw soft clay under dynamic cyclic loading
23. The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain
24. Investigation of gravity effect on penetration resistance in Tongji-1 lunar regolith simulant by centrifuge tests
25. Laboratory model study of newly deposited dredger fills using improved multiple-vacuum preloading technique
26. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
27. Ground Improvement of Dredged Fills with Two Improved Vacuum Preloading Methods: Case Study
28. Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element method
29. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
30. A simple elastoplastic dynamic constitutive model of saturated structural soft clay
31. Geotechnical behavior of soft dredger fill and deep sea soft clay
32. The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain
33. Effect of Polyacrylamide on Improvement of Dredger Fill with Vacuum Preloading Method
34. In Situ Determination of Density Profiles in Complex Strata Using the Nuclear Density Cone Penetrometer
35. Experimental Investigation of the Deformation Characteristics of Tianjin Clays under Coupled Dynamic Stress and Seepage Fields
36. Physical Model Tests of the Bearing Behavior of Tongji-1 Lunar Soil Simulant
37. Effects of Polyacrylamide on the Consolidation Behavior of Dredged Clay
38. Dynamic Deformation Behavior and Cyclic Degradation of Ultrasoft Soil under Cyclic Loading
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