pore water pressure - Globe Thesis

Keyword [pore water pressure] Result: 141 - 160 \| Page: 8 of 10
141.	Study On Surface Consolidation Settlement Of Shield Tunnel
142.	Experimental Study Of Response Pattern Of Pore Water Pressure On Sandy Seabed Under Breaking Wave Action
143.	Study On Consolidation Theory For Saturated Soil Based On The Centrifuge Model Test
144.	Model Test And Theoretical Study On Deformation Behavior Of Single Piles To Long-term Cyclic Axial Loading
145.	Study On The Dynamic Behavior Of Saturated Clays Based On The Stress Paths With Variable Confining Pressure
146.	Viscoelastic Analysis Of The Saturated Asphalt Pavement
147.	Dynamic Interaction Of Slab Track Structure-subgrade System And Accumulative Settlement In High-speed Railways
148.	Experimental Study On The Static And Dynamic Behavior Of Saturated Calys Considering The Influence Of Stress Paths
149.	Hydraulic Load Of Underground Structure In Pore Water Bearing Rock
150.	The Research Of Perfect Matching Of Tunneling Parameter For Super Large Diameter Earth Pressure Balance Machine
151.	An Approach Of Dynamic In-situ Liquefaction Test And Characteristics Of Liquefied Soil
152.	Water Erosion Behavior Of Drainage Base Of Asphalt Pavements Under Vehicle Load Action
153.	The Study On Compacting Effect Of Prestressed Concrete Pipe Pile And The Analysis Of Measured Data
154.	The Study On Shaking Table Of Liquefiable Sand Soil Improved By Multiple Composite Piles
155.	Seepage Mechanism Of Slope In The Event Of Rainstorm At The Permafrost Region
156.	The Discrete Element Analysis For The Particle In The Structure-soil Interface With High Frequency Repeated Shearing
157.	Analysis On Pore Water Pressure In Deep Soft Soil Area Of Hangzhou-Ningbo Passenger Railway Reinforced By Pipe Pile And Raft Foundation
158.	Dynamic Pore Water Pressure Driving Mechanism Research Of Asphalt Pavement Moisture Damage
159.	Research On The Experiment Of Soft Soil Foundation Reinforcement With Method Of Straight-line Vacuum Preloading
160.	The Dynamic Characteristics Of Sands Under Anisotropic Consolidation Conditions And Intensity Normalized Characterization
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