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Keyword [elasto-plastic constitutive model]
Result: 1 - 20 | Page: 1 of 1
1.
The Experimental Study On Engineering Characteristics Of The Soil With High Saturated Degree After Dynamic Consolidation And The Soil's Constitutive Model
2.
The Elasto-Plastic Damage Constitutive Model Of Loess And Its Engineering Application
3.
An Experimental Study On Composite Foundation Of Compacted Cement-soil Pile And Its Numerical Simulation
4.
Study On Bearing Mechanism And Optimization Design Of Bucket Foundation In Soft Clay
5.
Microstructural Behavior Of Saturated Soft Clay And An Elasto-Plastic Constitutive Model Considering Microstructure
6.
Study On The Water Damage Evolution Model Of Gypsum Breccia And Its Mechanical Properties
7.
Study On The Elasto-plastic Constitutive Model Of Structured Soil
8.
The Research For The Semi-implicit Return Mapping Algorithm Of The Earth Structure And The Slope Stability Analysis
9.
Elasto-Plastic Constitutive Model For Sand Under K
0
-CTC Stress Path
10.
Numerical Nonlinear Analysis On Stresses And Deformations By FEM And Study Of Performance Of Geogrids-Reinforced Earth Retaining Walls
11.
The Structural Property Studies Of The Unsaturated Loess And Its Elasto-Plastic Model Studies
12.
An Elasto-plastic Constitutive Model For Unsaturated Cohesive Soils With A Unified Yield Surface
13.
Research On Cyclic Elasto-plastic Constitutive Model For Rockfill Materials And Its Application
14.
Statistical Analysis And 3D Elasto-plastic Numerical Simulation Of Embankment Dam Damages In Wenchuan Earthquake
15.
3-dimensional Fluid-solid Coupling Numerical Simulation For The Whole Process Of Deep Foundation Pit Excavation Of Diaphragm Wall
16.
Implementation And Application Of Thin-Layer Solid Element For Soil-Structure Interaction
17.
Damage Evolution Characteristics And The Accumulation Damage Model Of Sandstone Under Dry-Wet Cycle
18.
Unsaturated Elasto-plastic Constitutive Model Of Ili Loess Considering Soluble Salt Content
19.
An Anisotropic Elasto-plastic Constitutive Model For Structured Unsaturated Loess
20.
Mechanical Properties Of Gravelly Sand Under Different Stress Paths
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