Font Size:
a
A
A
Keyword [static triaxial test]
Result: 1 - 20 | Page: 1 of 2
1.
Dynamic And Static Mechanical Properties Study On Polypropylene Fiber Improving Fly Ash Soil
2.
The Research Of The Basic Performance Of Asphalt Concrete Cores--The Research Of The Static Triaxial Test And The Stress Relaxation Test
3.
The Research Of Triaxial Test And Stress-Strain Analysis Of Dams With Asphalt Concrete Cores
4.
Study On The Residual Strength,Immersion Strength And The Damage Mechanical Model Of The 2:8 Lime-loess
5.
Research On Mechanical Properties Of Asphaltic Concrete Core Material
6.
Studying Of The Influence Of The Maximum Size Of Coarse Aggregate On The Pouring Asphalt Concrete
7.
Experimental Study On Mechanical Properties Of Hydraulic Engineering Asphalt Concrete
8.
Research On Static And Dynamic Characteristics Of The Low Liquid-limit Silt In The Subgrade Of The Heavy Haul Railway
9.
Deformation Characteristics Of Fillers And Subgrade For Heavy Haul Railway In Seasonal Frozen Region
10.
Research On Dynamic Characteristics Test Of Silt In Yangzhou Region
11.
Experimental Study On Mechanical Properties Of Clay Mixed With Gravel
12.
The Structural Behavior Analysis Of Inverted Base Of Asphalt Pavement
13.
Performance Analysis Of Sheet-pile-wall System In Expansive Soil Slope At Ji-Tu-Hun High-speed Rail In Seasonally Frozen Region
14.
Study On The Thermal And Mechanical Properties Of Fiber-reinforced Soil
15.
Experimental Study On The Dynamic Properties Of Lime-Treated Expansive Soil Affected By Wetting-Drying Cycles
16.
Experimental Study On The Liquefaction Of Sandy Soil Sodium Silicate Curing
17.
Research For Change Laws Of Soft Clay Strength And Instability Mode Of Breakwater Under Real Loading Path
18.
Study On The Physico-mechanical And Thermal Properties Of Fiber-Reinforced Clay Under Freeze-thaw Cycles
19.
The Structural Behavior Analysis Of Inverted Base Of Asphalt Pavement In Hilly Area Of East Sichuan
20.
Evaluation Method Of Post-earthquake Stability Of Loess Slopes
<<First
<Prev
Next>
Last>>
Jump to
