strain softening - Globe Thesis

Keyword [strain softening] Result: 61 - 80 \| Page: 4 of 6
61.	Stability Analysis Of Slopes In Strain Softening Behaviour
62.	Application Of Strain Softening Model In Numerical Simulation Of Shallow-buried Soil Tunnel
63.	The Study On Different Factors Of The Shallow Foundation Ground Failure
64.	Bolting Support Mechanical Mechanism Of Tunnel Surrounding Rock By Considering Post-peak Characteristics
65.	Interaction Between Support And Surrounding Rock Considering Strain-softening Behaviour For Deep Tunnelling
66.	Large Deformation Finite Element Analysis Of Bearing Capacity Of Anchor Plate Considering Strain Softening
67.	Three-dimensional Strain Softening Slope Failure Mechanism And Stability Analysis Under Seismic Loads
68.	Cyclic Simple Shearing Test Simulation Of Interface Between Geo-Materials Based On Strain-softening Model And Study Of Its Mechanical Characteristics
69.	Research And Application Of Microplane Constitutive Model M7 Based On Nonlocal Theory For Plain Concrete
70.	Research On The Interface Mechanical Properties Of Waste Tyre-reinforced Soil
71.	Characterization Of Rate Sensitivity Triaxial Test Of Rock And Elastic-viscoplastic Constitutive Model Considering Strain Softening Behavior
72.	Research On Numerical Simulation Of Fracture Of Rock Mass Under Compression Based On The Strain Softening Model
73.	The Stress-strain Relationship And Strain Softening Characteristic Of Guiyang Red Clay
74.	Study On Stability Of Tunnel Surrounding Rock Based On Strain Softening Of Rock Mass
75.	The Stress And Strain Softening Of HGM/ER Composites Under Cyclic Loading
76.	Theoretical Analysis Of The Problem Of Loess Cavity Expansion And Its Application In Splitting Grouting
77.	Study On Damage Softening Behavior Of Fractured Surrounding Rock And Interaction Between Surrounding Rock And Support Structure
78.	Study On Strain-softening And Tension-stiffening Of Reinforced Concrete Structure
79.	Numerical Analysis Of Anchor - Soil - Chain Interaction
80.	A Study On The Stress Intensity Factor And Fracture Process Zone Of A Crack Vertical To The Interface Between Different Materials
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