25 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. A nonlinear dynamic constitutive model of cohesive soil-captured cyclic strain softening characteristics
4. Factors influencing nonstandard piezocone dissipation curves and interpreting the coefficient of consolidation
5. Generalized model for predicting the thermal conductivity of fine-grained soils
6. The development of sand erosion induced by shield-tunnel joint leakage
7. Load-transfer-associated settlements of a piled building during shield tunnelling in soft ground
8. Application of an integrated nonuniform seismic random excitation method in tunnel engineering in soft soil areas
9. Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method
10. Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay
11. Ground movement induced by triple stacked tunneling with different construction sequences
12. Assessing the deformation response of double-track overlapped tunnels using numerical simulation and field monitoring
13. A settlement prediction model considering tidal loading and traffic loading of soft soil subgrade
14. Analysis of ground deformation development and settlement prediction by air-boosted vacuum preloading
15. An empirical model for predicting pore pressure development in artificial freeze-thaw soft clay under cyclic loading
16. Design and test verification of a cylindrical 3D laminar shear soil container for use on shaking tables
17. Effects of chemical conditions on the engineering properties and microscopic characteristics of Tianjin dredged fill
18. Deformation and fabric of soft marine clay at various cyclic load stages
19. Accumulative plastic strain behaviors and microscopic structural characters of artificially freeze-thaw soft clay under dynamic cyclic loading
20. Experimental verification on analytical models of lunar excavation
21. Investigation of gravity effect on penetration resistance in Tongji-1 lunar regolith simulant by centrifuge tests
22. Laboratory model study of newly deposited dredger fills using improved multiple-vacuum preloading technique
23. Deformational properties of Tianjin soft clay under different cyclic loading modes
24. The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading
25. A novel sequential excavation method for constructing large-cross-section tunnels in soft ground: Practice and theory
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