21 results on '"Xie, Kanghe"'
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2. Horizontal impedances of saturated soil layer with radially inhomogeneous boundary zone
3. Large-strain rheological consolidation analysis of multi-layered marine soft clays exhibiting natural structural characteristics.
4. Analysis of one-dimensional consolidation of soft soils with non-Darcian flow caused by non-Newtonian liquid
5. Application of Hankel transforms to boundary value problems of water flow due to a circular source
6. Dynamic torsional response of an end bearing pile in transversely isotropic saturated soil
7. Model of nonlinear coupled thermo-hydro-elastodynamics response for a saturated poroelastic medium
8. One-dimensional consolidation of over-consolidated soil under time-dependent loading
9. Consolidation of composite ground improved by granular columns with medium and high replacement ratio
10. Lateral Vibration of Offshore Piles Considering Pile-Water Interaction.
11. Analytical models for consolidation of combined composite ground improved by impervious columns and vertical drains.
12. Effect of Groundwater Fluctuations on Pore Pressures and Earth Pressures on Coastal Excavation Retaining Walls.
13. A new analytical model for consolidation with multiple vertical drains.
14. Pore Pressure Response to Groundwater Fluctuations in Saturated Double-Layered Soil.
15. Nonlinear radial consolidation of vertical drains under a general time-variable loading.
16. Thermo-elastodynamic response of a spherical cavity in saturated poroelastic medium
17. Mode of a spherical cavity’s thermo-elastodynamic response in a saturated porous medium for non-torsional loads
18. An improved model for the horizontal dynamic response of piles in saturated soil.
19. Theoretical analysis and experimental verification of large deformation electro-osmosis consolidation treatment of dredged slurry.
20. Nonlinear consolidation of vertical drains with coupled radial–vertical flow considering well resistance.
21. Dynamic torsional response of an end bearing pile in saturated poroelastic medium
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