stress path - Globe Thesis

Keyword [stress path] Result: 1 - 20 \| Page: 1 of 9
1.	The Theoretical And Methodical Research On Surface Settlement And Pipeline Deformation Due To Construction Disturbance In Metro Tunnel Construction
2.	Experimental Studies On Undrained Cyclic Behavior Of Loose Sands Under Complex Stress Conditions Considering Static And Cyclic Coupling Effect
3.	Study On Numerical Method In Modeling The Elastoplastic Constitutive Relationships Of Expansive Soil And Sands
4.	Study On The Dynamic Stress In Ground Induced By Train Moving Load And Cyclic Properties Of Soft Saturated Clay
5.	A Constitutive Model For Soils Considering Complex Stress Paths Based On The Generalized Nonlinear Strength Theory
6.	The Research Work About The Bearing Capacity And Deformation Characteristic Of Two-layered Ground
7.	Study On Numerical Modeling And Consolidation Problem Of Clay
8.	Study On Design Method And Water-Soil-Retaining Structure Interaction Of Ultra-deep Foundation Pit
9.	Theoretical And Experimental Research On Constitutive Modelling For Clays
10.	Constitutive Relationship Of Soils And Numerical Modeling
11.	Analysis Of Deformation And Stress Due To Deep Excavation Considering Different Deformation And Strength Parameters Of Soil And Space Effect Of Excavation And Retaining Structure
12.	Study On Constitutive Relations Of Dam Rockfill Considering The Effect Of Stress Path
13.	Study On Evolution Characteristics Of Engineering Effects And The Disaster Mechanism For Shallow Gassy Sand
14.	The Influence Of Large And Deep Excavation On The Bearing Behavior Of Uplift Piles
15.	Study On Shear Behaviors Of Saturated Marine Soils Under Complex Stress Conditions
16.	Research On Lateral Unloading Stress Path And Wall Deformation For Foundation Pit
17.	The Analysis Of The Characteristic Property Of Dam Coarse Materials' Strength And Deformation Under The Stress Path
18.	Elastic-plastic FEM Simulation And Analysis On Culvevt Construction
19.	Stability Mechanism Analysis Of High Loess Excavation Slopes
20.	Study On The Elasto-plastic Constitutive Model Of Structured Soil
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