laboratory model test - Globe Thesis

Keyword [laboratory model test] Result: 1 - 20 \| Page: 1 of 3
1.	Study On The Behavior Of Piles Under Inclined Loads
2.	Theoretical And Experimental Researches Of Design And Calculation For Anti-slide Pile With Prestressed Cable
3.	Study Of Failure Mechanism And Control Measures On Anchors' Common Diseases In Clay
4.	Influence Of Lateral Fill Load On Foudation Bearing Capacity Of High-Stacked Culvert
5.	The Research On The Deformation Behavior In Soft-soil Foundation Under Embankment By Laboratory Model Test And Settlement Prediction
6.	Pullout Experimental Study On Inserted Foundation
7.	The Research On The Damage Of Water To The Expansive Soil And The Design Of Waterright And Drain
8.	The Study On Bearing Mechanism And Mechanics Analysis Of The Load-Bearing And Anti-slide Pile
9.	The Study Of Bearing Performance And Laboratory Model Test On The Inclined Loaded Piles Located Near Slopes
10.	Computation Theory And Experimental Researches Of Anti-slide Pile With Prestressed Anchors
11.	Laboratory Model Test On Electrochemical Stabilization In Soft Soil
12.	Laboratory Model Test Research On Foundation Reinforcement Of Existing Rural Building With Wheat-Lime Pile
13.	Laboratory Model Test Research On Foundation Reinforcement Of Existing Rural Building
14.	Research On Influence Of Shield Tunnel Structure On Ground Heaped Load
15.	Studies On Uplift Mechanism And Bearing Capacity Calculation Of Branch Pile
16.	Research On Calculation Method Of Earth Pressure On Row Pile Retaining Structure Of Round Deep Foundation Pit In Sand-Cobble Soils
17.	Study On Calculation Method And Characteristics Of Settlement Of Tapered Concrete Screw Pile In Composite Foundation Engineering
18.	Study On Vertical Bearing Capacity Of Tapered Concrete Screw Pile In Composite Foundation Engineering
19.	A Model Test Research On Prestressed Threshold Of Prestressed Anchor Composite Soil Nailing Based On Synergistic Effect
20.	Laboratory Model Test Of Vacuum Preloading On Dredged Clays At High Initial Water Contents
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