Geosynthetic - Globe Thesis

Keyword [Geosynthetic] Result: 41 - 60 \| Page: 3 of 8
41.	The Dynamic Characteristics Research Of Geosynthetic Materials Reinforced Soil Under Cyclic Loading
42.	Reinforced Geosynthetic Material Handling Vehicle Dumpping Technology Application Research
43.	Study On Reinforcement Effect Of Geosynthetic Cell Mattress
44.	Analysis Of Rigid Grid-Pile Reinforced Subgrade
45.	Numerical Analysis On A Multilayer Georeinforce Pavementâ€™s Settlement
46.	The Analysis Of Geotextile Encased Stone Columns Composite Foundation Bear-deformation Mechanism
47.	Study On Soil Arching Effect And Mechanical Properties Of Cushion Within Geogrid Reinforced Pile Supported Low Embankment
48.	Numerical Analysis Of Geosynthetic-reinforced Soil Integral Abutment Subjected To Seismic Loads
49.	The Comparative Study Of Properties Of Deformation And Tensile Force Of Pile-supported Geosynthetic Reinforcements Under 2-D And 3-D Conditions
50.	Load Transfer Mechanism Between Geosynthetic Reinforced Pile Supported Embankment And Piled Abutment Constructed On Soft Soils
51.	Study On The Load-bearing And Deformation Mechanism Of Rigid Pile-supported And Geosynthetic-reinforced Embankment
52.	Study On The Test Of The Geosynthetic-reinforced And Pile-supported Earth Platform By Transparent Soil
53.	Study On Working Mechanism Of The Technique Of Geosynthetic-Reinforced And Pile-Supported Cushion
54.	Studies On The Behavior And Design Methods For Geosynthetic Encased Stone Columns Composite Ground Under Static And Dynamic Conditions
55.	Three-dimensional DEM Analysis And Model Tests On Geosynthetic Encased Stone Columns
56.	Research Of The Migration Law Of Carbon Nanotubes In Geosynthetic Clay Liner
57.	The Influence Of Backfill Compactedion During Construction On The Stability Of Reinforced Soil Retaining Wall
58.	Study On Bearing Capacity Of Composite Foundation Of Geosynthetic-encased Stone Columns
59.	Experimental Study On The Shear Strength Of Loess And Soil Engineering Materials
60.	Bearing Mechanics And Design Of Geosynthetic-Reinforced Embankments Subjected To Localised Sinkholes
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