over-consolidated - Globe Thesis

Keyword [over-consolidated] Result: 1 - 20 \| Page: 1 of 2
1.	Theoretical And Experimental Studies On One-Dimensional Nonlinear Consolidation Of Soft Soil
2.	Saturated Loess' Dynamic Model And It's Application To The Dynamic Interaction Of Pile-Soil-Structure System Under Earthquake
3.	Study On One-dimensional Consolidation Theory Of Double-layered Soil Considering The Effect Of Stress History
4.	Finite Difference Simulation For Progressive Failure Of Over-Consolidated Fissured Clay Slope
5.	Research On Reinforcement Mechanism Of Pile Shaft Grouting And Test Study
6.	Experimental Study On Short-term Creep Behavior Of Over-consolidated Silty Clay
7.	The Impact Of Secondary Consolidation On The Consolidation Characteristics Of Quasi Over-consolidated Clay And The Design Of Surcharge Preloading
8.	Overconsolidated Cohesive Soils Structural Model Of Binary Medium
9.	Experimental Research On The Change Of Lateral Stresses State For Rebuilted Clays
10.	Study The Settlement Behavior Of Bridge Pile Foundation In Deep Soft Soil Of High Speed Railway In China And Over-Consolidated Soft Soil Of Highway In Iraq
11.	Laboratory Experimental Study On The Engineering Properties Of Over-Consolidated Structural Soil
12.	Characteristics Of Railway Subgrade Settlement Research Under Field Test Of Yun-Gui Area Expansive Soil Foundation
13.	Analysis On Nonlinear Consolidation Of Clayed Soil By Considering Non-Darcian Flow And Stress History
14.	Experimental Study On Saturated Over Consolidated Soft Clay Under Traffic Load
15.	Thermodynamics Based Constitutive Modeling For Overconsolidated Clays
16.	Research On The Triple-shear Unified Constitutive Model For Saturated Over-consolidated Clay And The Secondary Development For ABAQUS
17.	Experimental Study And Representation Of Constitutive Model On Time-Dependent Characteristicst Of Over-Consolidated Soil
18.	Small Strain Elasto-Plastic Model For Over-Consolidated And Structural Clay And Its Application
19.	Mechanical Behavior Of Soft Clay And Its Elastoplastic Modelling
20.	An Advanced UH Model For Unsaturated Soils With Coupling The Hydro-Mechanical Behaviour
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