consolidation degree - Globe Thesis

Keyword [consolidation degree] Result: 1 - 20 \| Page: 1 of 2
1.	A Time Effect Analysis Of The Settlement For Composite Foundation With Cement Fly-Ash Gravel (CFG) Piles
2.	Triaxial Creep Test Study On Saturated Clay Soil Of Several Consolidation Degree Under Non-drainage Condition
3.	Research On Application Of Two Different Lengths Of PVDs In Vacuum Preloading Method
4.	Research On Application Of Two Different Lengths Of Pvds In Vacuum Preloading Method
5.	Monitoring Of Geogrid-Reinforced And Pile-Supported Embankment On Soft Ground And Settlement Prediction In Chaoshan Railway Station
6.	The Study On Frozen Soil Thaw Consolidation Behavior With Periodical Thermal Boundary
7.	Experimental Research On Reinforcement Techniques Of The Recent Dredger Fill Ultra-soft Foundation
8.	Experimental Study On Dynamic Characteristics Of Remolded Clay With Different Consolidation Degree Under Subway Loading
9.	Study On Non-Linear Seepage Characteristics And Long-term Deformation Characteristics Of Saturated Clay
10.	Experimental Study On Dynamic Characteristics And Microstructure Of Frozen-thawed Soil Under Subway Loading
11.	Study On The Variation Laws Of Soil Indexes And Bearing Capacity Of The Soft Clay Foundation Under Load Action
12.	Experimental Study On The Strength Weakening Character Of Muddy-silty Clay Under Cyclic Dynamic Loading
13.	Research For The Problem Of Vacuum Preloading Soft Ground Reinforcement Engineering In Coastal Area Of Tianjin
14.	Research On Effect Of Over-consolidation Ratio On Foundation Bearing Capacity Under Load
15.	Mechanical Properties Of Fine-Grained Tailings And Their Static And Dynamic Analysis
16.	Analysis On Working Mechanism Of Lime Nail Composite Frame Prestressed Anchors
17.	Research For Change Laws Of Soft Clay Strength And Instability Mode Of Breakwater Under Real Loading Path
18.	Time Efficiency Analysis And Calculation Method Of Rigid Pile Composite Foundation's Pile-soil Stress Ratio
19.	Application Of Strait-line Vacuum Preloading Method In Soft Soil Foundation Reinforcement Of Hangzhou Bay
20.	Experimental Investigation Of Consolidation Behaviour For Dredged Clays With High Water Contents Under Low Stress Levels
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