back-analysis - Globe Thesis

Keyword [back-analysis] Result: 101 - 120 \| Page: 6 of 10
101.	Study On Procedure With Inhomogenous Multilaminate Element For Simulation Of Thermal Stress In RCC Dams And Its Application
102.	Displacement Back-anlysis Based On Principle Of Experiment Design & Simulation Of Construction Process
103.	Analysis Of Composite Foundation With Cement Mixing Piles
104.	Study On The Technology In Prediction Of Ground Surface Settlement And Deformation By Constructing Urban Subway
105.	Research On Stress Back Analysis Of Rock Parameter In The Tunnel Dynamic Design
106.	Research On The Retaining Structure For Deep Pit Under Staged Excavation And Monitoring
107.	Research On The Back Analysis Of Elastic-plasticity Parameters And The Slope Stability
108.	Study On The Displacement Back Analysis And Optimum Design Of Excavation Subsequence In Underground Engineering
109.	Test Study And Application Of Composite Soil Nail Of Deep Foundation Pit
110.	Study On Security Early Warning System Of Deep Foundation Pit With Back Analysis Theory
111.	Back Analysis Research Of Rock Parameter For Zone Strengthened By Advanced Small Pipe Grouting On Tunnel
112.	The Finite Element And Genetic Algorithm Used For Seepage Inverse Problem Of High Dams
113.	Back Analysis And Stability Assessment For Laxiwa Underground Powerhouse
114.	Research On Analysis Of Dam Observed Data And Safety Evaluation For Xi'an Heihe Earth Core Rockfill Dam
115.	Back Analysis Of The Loess's Nonlinear Model And The Application Of Cellular Automata Theory On It
116.	Application Study Of The Improved Genetic Algorithms To Rock Mass Mechanics Parameters With The Optimization Back Analysis
117.	Stability And Risk Analysis Of Powerhouse Slope Of Nanya River Yaoheba Hydroelectric Station
118.	Back Analysis Of Displacement Of Seep-stopping Wall In Deep Excavation Based On The Elastic-Plastic Finite Element Theory
119.	Non-stationary Viscoelastic-plastic FEM Analysis Of Rock Mass And Displacement Back Analysis
120.	Research On Surrounding Rock Long-lasting Stability Of Non-symmetric Double-arch Tunnel In The Complicated Geological Condition
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