Bearing capacity - Globe Thesis

Keyword [Bearing capacity] Result: 181 - 200 \| Page: 10 of 10
181.	Research On Flexural RC Components Exposed To Marine Environments: Durability And Life Prediction
182.	Unequal Bearing Capacity Design Method Of CFG Pile Composite Foundation
183.	A Study On Bearing Capacity Behaviour Of Bucket Foundations Under Combined Loading In Soft Clay
184.	Bayesian Estimation And Reliability Analysis Of Vertical Bearing Capacity Of Single Piles
185.	Structural Reliability Analysis Based On Ultimate Bearing Capacity And Seismic Ductility Demand
186.	Study On The Mechanical Properties Of Recycled Aggregate Concrete And Members With Construction Waste
187.	Research On Bearing Mechanism And Settlement Of Single Dx Pile And Dx Pile Group
188.	Experimental Study On CFG Pile Composite Foundation Of Railway Subgrade In Inland Saline Soil Area
189.	Experimental Research On Hooping Strengthening Technique For Existing Reinforced Concrete Arch Bridge
190.	Mechanical Performance Of Long-span Underground Structure With NTR Construction Method
191.	Study On Bearing Behavior Of Functionaily Graded Concrete Shaft Lining
192.	Durability And Service Life Design Of RC Members Exposed To Chloride Salt-Frost Damage
193.	Analysis And Calculation On The Torsion Elastoplastic Of Centrifugal Concrete Filled Thin-Walled Steel Tubular Members
194.	Theoretical Analysis And In-situ Tests Of CSP Composite Ground
195.	Finite Element Analysis On Combined Composite Foundation Of CFG Pile Joined With Stone Pile
196.	Study And Application Of Evolutionary Neural Network On Forecast Of Single Pile Ultimate Bearing Capacity
197.	Finite Element Analysis For The Bearing Capacity & Deforming Behavior Of Layered Soil Under The Shallow Foundation Subjected To The Vertical Load
198.	The Study And Application Of Deterministic Methods On Bearing Capacity Of Foundation And Bathloith
199.	Quantitative Study On Low-strain Dynamic Analysis Of Pile Integrity
200.	Analysis Of Axial Load Capacity And Test Research On Large-diameter Bridge Pile
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