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Keyword [dry-wet cycle]
Result: 81 - 100 | Page: 5 of 7
81. Study On Mechanical Characteristics And Slope Stability Of Expansive Soil Under Dry-wet Cycle
82. Study On Deformation And Shear Strength Characteristics Of Cadmium-contaminated Red Clay Under Dry-wet Cycle
83. Study On The Maintenance And Durability Of Microbial Cemented Samples
84. Experimental Study On Cracks And Water Characteristics Of Laterite Under Dry-wet Cycle
85. The Research On The Formation Mechanism And Stability Evaluation Of Grey-green Clay Landslide
86. Study On Stability Analysis Method Of Canal Lining Structure In Expansive Soil Area
87. Study On Axial Compression Performance Of RC Columns Strengthened By TRC Based On Impressed Current Cathodic Protection In Chloride Environment
88. Study On The Durability Of Potassium Magnesium Phosphate Cement(MKPC)-based Anticorrosive Coating
89. Study On Change Of Strength And Fissures Of Wet Expansive Soil Improved By Silt Soil Under Wet And Dry Cycles
90. Analysis Of Strength Degradation Characteristics Of Unsaturated Soil Under Dry And Wet Cycle Conditions
91. Study On Mechanical Behavior Of Expansive Soil In Southern Shaanxi Under Dry-Wet Cycle
92. Wet And Dry Damage Of Bentonite Modified Loess And Self-healing After Soaking In Water
93. Study On Physicochemical Properties And Element Release Of Sand-gravel Under Freeze-thaw-dry-wet Cycle
94. Mechanical Characteristics And Microstructure Of River Bottom Silt Solidification
95. Study On Permeability And Cracking Characteristics Of Red Clay In Dalian Area Under Freeze-thaw Cycles
96. Influence Of Dry-wet Cycles On The Mixed Fracture Properties Of Asphalt Mixture
97. The Attenuation Law Of The Strength Of Red Clay During Dry And Wet Cycles Under The Action Of The Overburden
98. Development And Strength Characteristics Of Red Clay Dry-wet Cycle Test Device Under Load
99. Mechanism Of Karst Filling Deterioration And Lining Crack Of Operating Tunnel Under Dry-wet Cycle
100. Research On The Influence Of Repeated Rise And Fall Of Reservior Water Level On Seepage Stability Of Homogeneous Earth Dam
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