435 results on '"Xu, Chengshun"'
Search Results
2. A binary packing material-based method for estimating small-strain shear modulus of sandy soils
3. Numerical analysis on seismic response and failure mechanism of articulated pile–structure system in a liquefiable site from shaking-table experiments
4. Discrete Element Study on Large Strain Dynamic Characteristics of Loose Sand Under Different Loading Control Modes
5. Centrifuge shaking table tests on a subway station structure in liquefiable interlayer site
6. A Visco-Hypoplastic Model with Solid Hardness Degradation for Granular Soil
7. Micromechanism study on the influence of particle deposition angle on mechanical properties of sand
8. A Visco-Hypoplastic Model with Solid Hardness Degradation for Granular Soil
9. Seismic response characteristics of subway station structures in liquefiable sites
10. Reliability and sensitivity analyses of monopile supported offshore wind turbines based on probability density evolution method with pre-screening of controlling parameters
11. Seismic retrofit optimization of water distribution systems based on the reduction of uncertain damage scenarios
12. Experimental investigation on methane hydrate-bearing sediment permeability under a wide range of conditions
13. A novel analytical solution for horizontal vibration of partially embedded offshore piles considering the distribution effect of wave loads
14. A novel semi-resolved CFD-DEM coupling method based on point cloud algorithm for complex fluid-particle systems
15. Elastoplastic constitutive model for saturated clay considering the cumulative deformation based on the laboratory test
16. Generalized response displacement methods for seismic analysis of underground structures with complex cross section
17. Dynamic analysis for horizontal vibration of piles in layered Pasternak soils considering secondary ground waves
18. Critical state uniqueness of dense granular materials using discrete element method in conjunction with flexible membrane boundary
19. A new analytical solution for horizontal vibration of floating pile in saturated soil based on FSSP method
20. Acoustic properties of hydrate-bearing sediments in permafrost from hydrate formation to shear processes
21. Seismic fragility analysis of buried pipelines under Kahramanmaraş ground motions
22. Vector-valued fragility analysis of subway station structures subjected to the Kahramanmaras earthquake
23. A hypoplastic model considering grain breakage and wetting effect for granular material
24. Failure mechanisms of saturated sand under different loading frequencies: Experimental observation and constitutive modelling
25. Large-scale shaking table test and three-dimensional numerical simulation research on earthquake seismic failure response of laterally spreading site-pile group-superstructure system
26. Sphericity and roundness for three-dimensional high explosive particles by computational geometry
27. Analysis on kinematic and inertial interaction in liquefiable soil-pile-structure dynamic system
28. Seismic resilience assessment of interdependent urban transportation-electric power system under uncertainty
29. Discrete element study of the effect of particle shape on critical state characteristics and constitutive parameters of sand
30. Fuzzy seismic fragility analysis of underground structures considering multiple failure criteria
31. A hypoplastic macroelement model for offshore wind turbine large-diameter monopiles in sand
32. Hydrate reservoir deformation under multi-well strategies based on the dynamic elastic modulus relationship
33. A three-dimensional numerical simulation method for seismic nonlinear response of underground structure in liquefiable site and analysis of structural damage
34. Mechanical characteristics and microstructure of saturated sand under monotonic and cyclic loading conditions
35. Series of centrifuge shaking table tests study on seismic response of subway station structures in soft soil sites
36. Research on breakage mechanical properties of fragile granular material considering the effect of gradations
37. Effects of kinematic and inertial interaction on seismic responses of pile-structure system in liquefiable and non-liquefiable deposits
38. Experimental study on cyclic deformation properties of saturated Fujian sand at different loading frequencies
39. An edge-computing framework for operational modal analysis of offshore wind-turbine tower
40. Effect of cyclic loading frequency on cyclic behaviour of saturated sand
41. Physical and numerical modeling of seismic soil-structure interaction of prefabricated subway station structure
42. Influence of volume loss for the fragment replacement method (FRM) in three dimensions
43. Strength estimation and stress–dilatancy characteristics of natural gas hydrate-bearing sediments under high effective confining pressure
44. Seismic response comparison and sensitivity analysis of pile foundation in liquefiable and non-liquefiable soils
45. Quantification of seismic performance index limits and evaluation of seismic fragility for a new rectangular prefabricated subway station structure
46. Longitudinal seismic response of shield tunnel: A multi-scale numerical analysis
47. An extended hypoplastic constitutive model considering particle breakage for granular material
48. Application and improvement of a stress partition framework-based methane hydrate-bearing sediment constitutive model for wide range confining stress
49. A close-formed solution for the horizontal vibration of a pipe pile in saturated soils considering the radial heterogeneity effect
50. An ontology-based probabilistic framework for comprehensive seismic risk evaluation of subway stations by combining Monte Carlo simulation
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