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Keyword [pull-out test]
Result: 101 - 120 | Page: 6 of 8
101.
Study On Force Behavior Testing And Engineering Application Of Cut-and-Expanded Branch-disc Pull-out Pile
102.
Laboratory Test And Bearing Capacity Calculation Of Base-enlarged Tension Piles
103.
Experimental Study On Mechanical Properties Of Interface Between Triaxial Geogrid And Sand Cushion
104.
Development Of Hydraulic Expandable Control Anchor
105.
Study On The Influence Of The Characteristics Of The Soil Extruding Steel Sheet On The Bearing Capacity Of The Inflatable Expansion Control Anchor
106.
Study On The Bond-slip Properties Of Angle Steel And Concrete
107.
Slab Concrete Under Freeze-thaw Cycles Research On The Characteristics Of Steel Corrosion
108.
Experimental Study Of The Bonding Performance Of Post-implantation Structures On Composite Concrete Substrates
109.
Experimental Study On Effect Of Fire Extinguishing Method On Bond Behavior Between Concrete And CFRP Sheets
110.
Numerical Simulation And Calculation Of Bond Performance Between Deformed Bar And Concrete
111.
Study On Seismic Strengthening Method Of Brick Masonry Building Using Glass Fiber Reinforced Polymer
112.
Experimental Study On Anchorage Property Of HRB400 Headed Bars
113.
Experimental Study On Pull-out Capacity Of Rebar Anchored In Embedded Corrugated Sleeve In The Concrete-filled Steel Tubular
114.
Research On Interface Bond And Flexural Performance Of Horizontally-embedded CFRP Strips Reinforced Concrete Structures
115.
Experimental Study On Bond Properties Of Ceramsite Concrete And BFRP Bars
116.
Study On The Method Of Determination Of Bond Strength Between Large Diameter Steel Bar And Concrete By The Press-out Test
117.
Macro And Mesoscopic Study Of Geogrid Pull-out Tests Under Static And Dynamic Loading Conditions
118.
Research On Pulling Out Profile Steel Of Grout Micro-pile In Foundation Pit Of Loess Area
119.
Study On The Pull-out Characteristics Of Soft Rock Bolts Under Confining Pressure
120.
Experimental And Numerical Investigation On Composite CFRP Ground Anchors
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