Swelling - Globe Thesis

Keyword [Swelling] Result: 181 - 200 \| Page: 10 of 10
181.	Study On Soil Swelling And Shrinkage Characteristics And Improvement Of The Site Of The Ancient City Of CAI
182.	Study On Fracture Development And Microscopic Mechanism In Dewatering Process Of Expansive Soil
183.	Mechanical Behavior Response Analysis Of Nanning Metro Tunnel With Swelling Rock Due To Rainfall Infiltration
184.	Hydro-mechanical Properties Of Granular Bentonite
185.	Experimental Research On Expansion Regularity Of Mineral Mudstone Based On High-speed Railway
186.	Expansive Behaviours Of Ningming Expansive Soil Under Controlled Humidity Environment
187.	Experimental Study On Swelling Characteristics And Swelling Constitutive Model Of Red Sandstone
188.	Experimental Study On Hydraulic Characteristics Of Subgrade Coal Gangue Filler
189.	First-principle Study On Ion Irradiation Performance Of Ceramics Matrix Materials For Solidifying High-level Radioactive Waste
190.	Parameter Inversion And Stability Analysis Of Surrounding Rock Of Expansive Rock Tunnel
191.	Study On Palaeo-soil Swelling Characteristics And Microstructure Of Yinxi High-speed Railway Zaosheng No.3 Tunnel
192.	Experimental Study On Three-dimensional Swelling And Strength Characteristics Of Highlyexpansive Clay In Handan District Of China
193.	Influence Of Flood Soaking On Bearing Capacity Of Unsaturated Expansive Soil Foundation
194.	Influence Of Alkaline Solution On The Hydraulic And Mechanical Behavior Of Buffer Material Of Nuclear Waste Disposal
195.	Study On Stability Of Super-large Deep Foundation Pit In Swelling Stratum
196.	Research On The Infrared Imaging Method To Detect The Corrosion Rate Of Steel Bars In The State Of Swelling And Cracking
197.	Study On The Swelling Properties Of Gaomiaozi Bentonite Under Coupled Water And Heat Conditions
198.	Experimental and numerical studies of geosynthetic-reinforced clays and silts under environmental-induced swelling
199.	Volume change and swelling pressure of expansive clay in the crystalline swelling regime
200.	Development and application of new constitutive models to simulate the hydraulic-mechanical behaviour of unsaturated swelling clay
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