246 results on '"Lei, Huayang"'
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52. A Nonlinear Dynamic Constitutive Model of Cohesive Soil-Captured Cyclic Strain Softening Characteristics
53. Softening and deformation characteristics of Tianjin soft soil under principal stress rotation induced by traffic loading
54. Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation
55. Ground Improvement of Dredged Fills with Two Improved Vacuum Preloading Methods: Case Study
56. Long-term deformation and damage analysis of marine clay around seawalls under coupled dynamic-seepage loading
57. A novel sequential excavation method for constructing large-cross-section tunnels in soft ground: Practice and theory
58. Consolidation effect of prefabricated radiant drain vacuum preloading technology: A physical model case study
59. Simplified Method for Calculating Consolidation Degree of Deep Mixed Column–Improved Soft Soils
60. Ground Movement and Existing Tunnel Deformation Induced by Overlapped Tunneling
61. Influencing factors and control measures of excavation on adjacent bridge foundation based on analytic hierarchy process and finite element method
62. Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading.
63. Compression characteristics of ultra-soft clays subjected to simulated staged preloading
64. Application and design method of dredging sludge ground treated via prefabricated radiant drain vacuum preloading
65. Deformational properties of Tianjin soft clay under different cyclic loading modes
66. Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms
67. The reinforcement analysis of soft ground treated by thermal consolidation vacuum preloading
68. Impact of environmental acidity on the geomechanical and mineralogical behavior of marine clay
69. Experimental Investigation of Influence of Air-Boost Pressure and Duration on Air-Boost Vacuum Preloading Consolidation
70. Cyclic Behavior of Tianjin Soft Clay under Intermittent Combined-Frequency Cyclic Loading
71. Softening and Deformation Characteristics of Tianjin Soft Soil Under Principal Stress Rotation Induced by Traffic Loading
72. A simple elastoplastic dynamic constitutive model of saturated structural soft clay
73. Compressibility and Microstructure Evolution of Different Reconstituted Clays during 1D Compression
74. Geotechnical behavior of soft dredger fill and deep sea soft clay
75. Effects of pressurizing timing on air booster vacuum consolidation of dredged slurry
76. Stabilization Effect of Anionic Polyacrylamide on Marine Clay Treated with Lime
77. Numerical analysis on ground improvement of vacuum preloading with prefabricated radiant drain
78. Evaluation of geotechnical properties of fused quartz for transparent material
79. DEM analyses of true triaxial and wetting tests on unsaturated structural loess
80. DEM analyses of constant stress ratio compression and collapsibility tests on unsaturated structural loess
81. The effects of the depositional environment and post-depositional processes on the engineering properties of Quaternary clays in the Saga Plain
82. Effect of Polyacrylamide on Improvement of Dredger Fill with Vacuum Preloading Method
83. In Situ Determination of Density Profiles in Complex Strata Using the Nuclear Density Cone Penetrometer
84. Improved air-booster vacuum preloading method for newly dredged fills: Laboratory model study
85. Experimental Investigation of the Deformation Characteristics of Tianjin Clays under Coupled Dynamic Stress and Seepage Fields
86. Physical Model Tests of the Bearing Behavior of Tongji-1 Lunar Soil Simulant
87. Environmental changes in Ariake Sea of Japan and their relationships with Isahaya Bay reclamation
88. Distinct element modeling of rock fragmentation by TBM cutter.
89. Improved air-booster vacuum preloading method for newly dredged fills: Laboratory model study.
90. Distinct element modeling of rock fragmentation by TBM cutter
91. Improved Synchronous and Alternate Vacuum Preloading Method for Newly Dredged Fills: Laboratory Model Study
92. A method for correcting the temperature effect on uCPT measurements in seabed sediments
93. Experimental Evaluation of Consolidation Behavior of Double-Layer Soft Soil Ground
94. Study of the sedimentation and self-weight consolidation behavior of seafloor sediments using a radioisotope densitometer
95. Effects of Polyacrylamide on the Consolidation Behavior of Dredged Clay
96. Three-Dimensional Calculation on Vertical Soil Displacement of Shield Tunnel Induced by Ground Loss Considering Consolidation
97. Mechanical Behavior of SSPC Segment Used in Launching and Arrival of Shield Machine in Soft Ground
98. Experimental Study of the Clogging of Dredger Fills under Vacuum Preloading
99. New Vacuum-Preloading Technique for Ultrasoft-Soil Foundations Using Model Tests
100. Experimental Investigation of the Deformation Characteristics of Natural Loess under the Stress Paths in Shield Tunnel Excavation
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