Centrifugal model - Globe Thesis

Keyword [Centrifugal model] Result: 1 - 20 \| Page: 1 of 2
1.	Study On Earthquake Induced Behaviors Of Slopes Covered By Deposits
2.	Punch-through Mechanisms Of Spudcan Foundations In Multilayered Clay
3.	Point Safety Factor Method In Lanslope Stability Analysis And Support Design Application
4.	Centrifugal Model Test Study On Formation Mechanism Of 12# Landslide In Panzhihua Airport
5.	Study On Centrifugal Model Test Of Vertically Loaded Anchor With A Bridle Shank
6.	Studies On Static And Seismic Stability Of Landfills With High Water Level By Centrifugal Model Tests
7.	Research On Deformation And Stability Of High-filling Foundation In Loess Gully Region
8.	Comprehensive Identification Of The Evolution Stage Of Typical Reservoir Bank Landslides Based On Centrifugal Model Test
9.	Research On The Constitutive Model Of Soil-rock Mixture And Its Application On Slopes
10.	Study On The Reactivation Characteristic And Deformation Self-adaptive Of Landslides In The Three Gorges Reservoir Area
11.	Research On Consolidation Settlement And Negative Skin Friction Of Piles In Reclamation Project
12.	The Influence Of The Centrifugal Model Test Of Saturated Sand Preparation Method Research
13.	Study On Mechanism Of High-speed And Long Run-out Landslide Induced By Prolonged Low-intensity Rainfall In Zhaojiagou,Zhenxiong,Yunnan
14.	Analysis Of Ultimate Depth And Bearing Capacity Of Vertically Loaded Anchors With Bridle Shank
15.	Study On Rainfall-Seepage Response And Instability Mechanism Of Panzhihua12# Landslide
16.	Numerical Simulation Of Centrifugal Model Test For Toppling Deformation Of Layered Anaclinal Slope
17.	Centrifugal Model Test And CEL Simulations On The Installation Process Of Vertically Loaded Anchor
18.	Analysis Of Factors Affecting Stability Of Reinforced High-filled Slope
19.	A Two-yield Surface Progressive Hardening Elastoplastic Model And Accumulative Deformation Law For Offshore Wind Turbine Pile Foundation
20.	Study On Progressive Failure Mechanism Of Cohesive Landslide And Pile-Soil Interaction By Centrifugal Model Tests
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