Plasticity - Globe Thesis

Keyword [Plasticity] Result: 1 - 20 \| Page: 1 of 10
1.	Study On Dynamic Undrained Behavior And Multiple Mechanism Boundary Surface Plasticity Model Of Saturated Sand
2.	Study On Engineering Properties And Elastic-plasticity Constitutive Model Of Soils Stabilized With Cement And Nanometer Silicon
3.	Numerical Modeling Of Soil-Pile-Structure Dynamic Interaction Under Seismic Excitation
4.	Theory And Application Study On The Non-linear FEM For Soil Stability Analysis
5.	Coupled Chemo-thermo-hydro-mechanical Analysis And Mixed Finite Element Method In Porous Media
6.	Study On The Shear Wave Velocity Measurement From Bender Elements And Dynamic Properties Of Saturated Soft Marine Clay
7.	A Study On Rheologic Properties Of Geogrids And Long-Term Performance Of Reinforced Earth Walls
8.	Experimental Studies And Modeling Of Mechanical Properties Of A Porous Rock
9.	Study On Structural Characteristics And Failure Mechanism Of Geogrid RSRW
10.	Researches On The Plastic Strain Gradient-Dependent Generalized Plasticity Theory For Geo-Materials' Strain Localization Analysis
11.	Experimental Study On Rock Mass Rheological Properties And Identification For The Constitutive Model And Parameters
12.	Degradation Of Soil Structure And Anisotropic Plasticity Evolution Of Natural Clay
13.	Research On Manufacturing Technology Of Vertical Meshing Pairs Of Single Screw Compressor
14.	Research On Soft Clays' Constitutive Relations Based On Hyper-plasticity
15.	Finite Element Simulation Of Strain Localization Based On Cosserat Continuum Model
16.	Interaction Analysis Between The Slope And The Tunnel And Parametric Quadratic Programming Method's Application
17.	Study On Engineering Property And Application Of Constitutive Model For Ningbo Soft Clay
18.	Dynamic Response And Buckling Of Stiffened Cylindrical Shells Subjected To Under-Water Explosion Loadings
19.	Thermodynamics-based Constitutive Model Of Concrete And Its Application To Seismic Analysis Of Concrete Dams
20.	Numerical Studies On Bearing Capacity Of Footings And Slope Stability By Reproducing Kernel Partical Method
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