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Keyword [Triaxial compression]
Result: 21 - 40 | Page: 2 of 5
21.
Study On Acoustic Emission Mutation Characteristics And Prediction Of Rock Unstable Failure Under Triaxial Compression
22.
Experimental Study On Failure Criterion And Constitutive Relations Of Modification Soil Material
23.
Study Of Mechanical Properties Of Tree Root Reinforcing Soil
24.
Study On The Evolution Of Pore Structure And Creep Features Of Sandstone Under The Coupling Action Of Stress And Seepage Flow Of Chemical Solution
25.
Modelling Of Strength And Deformation Behaviors Of Brittle Rocks
26.
The Experiment Study Of Soil Medium On Scale-span Strength And Deformation Property
27.
Stress-Strain Analysis On The Immersion Strength Of The Lime-soil Foundation
28.
Research On Shear Strength And Microstructure Of Subgrade Soil Under The Effect Of Freeze-thaw Cycles
29.
Experimental Study On The Behavior Of Large Aggregate Concrete Under Triaxial Compressive Dynamic Stress States
30.
A Modified Spatial Mobilized Plane Constitutive Model And Its Experimental Verification For Cohesiveless Soil
31.
Research On Deformation Performance Of Modified Asphalt Mixture
32.
A Study Of Frozen Soil Elastoplastic Constitutive Relationship Model With Triaxial Shear Characteristics
33.
Study On Statistical Damage Constitutive Model For Rocks Based On Triaxial Compression Tests
34.
Mechanical Characteristics Of Deeply Buried Marble And Its Technical Application
35.
The Development Of New Non-clinker Incorporating Soda Residue Curing Agent And Experimental Study On Its Soil’s Mechanical Properties
36.
The Research Of Freeze-thaw Rock Damage Characteristics
37.
Experimental Study On Effects Of Moisture Nur Strong Chlorine Aline Soil Engineering Properties Of Freeze-thaw Cycles Under Onditions
38.
Manufacture Of New Triaxial Compression Test Apparatus For Unsaturated Soil
39.
Strength Characteristic And Failure Criterition Of Plain Recycled Aggregate Concrete Under Multi-axial Compression States
40.
Experimental Research And Engineering Application Of Sandy Slate Mechanical Properties Under Loading And Unloading Condition
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