Undrained - Globe Thesis

Keyword [Undrained] Result: 1 - 20 \| Page: 1 of 2
1.	Particle Shape Quantification And Static Liquefaction Behavior Of Nanjing Sand
2.	Undrained Cyclic Elastoplastic Constitutive Relation For Soft Clays And Its Application In The Deformation Analysis Of Marine Anchor Foundations
3.	Change Law In Strength Sensitivity Of Natural Clays With Considering Effects Of Consolidation Stress Paths
4.	Centrifugal And Numerical Study On Uplift Behaviour Of Suction Caissons In Soft Clay
5.	A Consititutive Model For Overconsolidated Clays
6.	Study Of One-dimensional Consolidated Theory And Undrained Plane With Continuous Drainage Boundary
7.	Study On The Structure Evolution Of Deep Soil Under Freeze-Thaw Effect And Its Influence On Creep Deformation
8.	Research On Penetration Mechanism Of T-bar Penetrometer And Its Application On Offshore Engineering
9.	Study On Physical And Mechanical Properties Of Soft Clay Considering The Influence Of Salinity
10.	Estimation Of Undrained Shear Strength Of High Water Content Waste Soils During Rapid Landfilling And Stability Analysis
11.	Determination of geotechnical properties of seafloor sediment using a free fall penetrometer
12.	Evaluation of groundwater flow and salt transport within an undrained tailings sand dam
13.	The role of hydrologic response and soil behavior in the initiation of rainfall-induced debris flows
14.	Study On The Susceptibility Of Submarine Seismic Landslide And Landslide-pipeline Interaction
15.	Interpretation Of Strength Parameters Of Seabed Soil Based On The Free-fall Ball Penetrometer With A Booster
16.	Soil Undrained Shear Strength Prediction Based On XGBoost And LightGBM Model
17.	Reliability Analysis Of Slopes Considering Anisotropy Of Undrained Strength
18.	Study On Stability State And Failure Mechanisms Of Layered Soil Slopes Under Different Drained Conditions
19.	Study On Mechanical Properties Of Low Permeability Hydrate-bearing Sediments In The South China Sea
20.	Sequential Limit Analysis Of Large Displacement Deformation Soil-structure Interaction For In Situ Penetrometer Penetration
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