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Keyword [Drained]
Result: 21 - 40 | Page: 2 of 3
21. Study On Design Parameters For Deep Foundation Based On CPTU Test
22. Study On The Permeability Of Loess And The Joint Properties Of EPS Particles Mixed Lightweight Soil
23. A Bounding-surface Plasticity Model For Cyclic Loading Analysis Of Sand
24. Study Of Uplift Capacity Of Caisson Foundations Under Different Drainage Conditions
25. Experimental Study On Reinforcement Of Yangtze River Floodplain Soft Foundation Using Vacuum Combined Surcharge Preloading
26. Research Of Face Stability For Shield Tunnels In Saturated Ground
27. Study On Reduction Behavior Of Void Structure Of Double-Layer Drained Asphalt Pavement
28. Experimental Study On Gradations Affecting Compression And Shear Characteristics Of MICP-Improved Sands
29. Experimental Study Of Lime And Flyash Treated Collapsing Soil In Gannan Region
30. Drained residual shear strength of fine-grained soils and soil-solid interfaces at low to medium effective normal stresses: Analyses and applications
31. Simulating the hydrology in poorly drained watersheds using the SCS curve number and the Green and Ampt methods
32. General response of kneading-compacted unsaturated silty sand under drained and undrained true triaxial testing
33. Extension/compression test stress-strain-volume change characterization under drained condition
34. Hormone transport in a tile drained agroecosystem receiving animal waste applications
35. Sand behavior from anisotropic and isotropic static and dynamic triaxial tests
36. Changes in the mechanical behavior of non-plastic silt due to drained aging
37. Drained shear strength of stiff clays for slope stability analyses
38. A study on the use of a carbon - titanium diboride composite in a drained cathode aluminium reduction cell
39. An experimental study of the behavior of drilled shaft foundations subjected to static and repeated lateral and moment loading under drained conditions
40. Triaxial Shearing Experimental Study On Strength And Deformation Behaviors Of Lightweight Soil Cemented By MICP
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