Unconfined - Globe Thesis

Keyword [Unconfined] Result: 181 - 200 \| Page: 10 of 10
181.	SMW Method Pile Strength Test And Comparative Analysis Between Monitoring And Numerical Simulation
182.	Experimental Study On Influence Of Water And Salt On Suction And Unconfined Compressive Strength Of Unsaturated Soil
183.	Research On The Strength And Permeability Of Granite Residual Soil And Its Engineering Applicationin Guangxi
184.	Experimental Study On The Influence Of Silica Fume On The Engineering Properties Of Cement Reinforced Soil
185.	Research On Properties And Mechanism Of Sulphoaluminate Cement Solidified Soil
186.	Experimental Study On Road Durability Of Curing Agent Stabilized Iron Tailing
187.	Application Research Of Soil Stabilizer Modifed Fine Sand In Highway Engineering
188.	Study On Optimization Of Solidification Formula Of Huxi Soft Soil In Shou County
189.	Optimization Research For Stabilizing The Wabu Lake Soft Soil By GGBS
190.	Experimental Study Of Lime And Flyash Treated Collapsing Soil In Gannan Region
191.	Experimental Study On The Influence Of Water Form On The Thixotropy Of Structural Clay In Zhanjiang Formation
192.	Study On The Improvement Of Silty Sand And The Variation Regularity Of Microstructure Parameters In The Yellow River Flooding Area
193.	Unconfined Compressive Mechanical Behaviour And Mathematical Modelling Of Coastal Cement Clay Modified By Fibre/Nano Material
194.	Laboratory Researches On Mechanical Properties And Permeability Of Composite Cement Soil
195.	Analysis Of Mechanical Properties And Microstructure Of Nano-MgO-fiber Modified Cement Expansive Soil
196.	Study On Unconfined Compressive Strength Characteristics And Micro Mechanism Of Composite Fiber Cement Soil
197.	Mechanical Characteristics And Microstructure Of River Bottom Silt Solidification
198.	Study On The Mecanicaland Microstructual Properites Of Soft Clay Stabilzed By The One-part Geopolymer
199.	Research On The Application Of Lime-fly Ash-stabilized CementBase In-situ Cold Reuse Technology
200.	Uncertainty evaluation of displacement and capacity of shallow foundations on rock
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