Back Analysis - Globe Thesis

Keyword [Back Analysis] Result: 21 - 40 \| Page: 2 of 10
21.	Study On Deformation Mechanism And Failure Characteristics Of Layered Rock Masses Due To Excavation
22.	Study On Strength Reduction Technique Considering Rheological Property Of Rock And Soil Medium
23.	Study On Formation Mechanism Of Excavation Disturbed Zone Of Hard Fractured Rockmass
24.	Studies On Pit Excavation Numerical Simulation And Soil Constitutive Model And Parameter Back-analysis
25.	Safety Analysis And Simulation Of Flood Discharge Of High Arch Dam And Counter-arch Plunge Pool
26.	Hydro-mechanical Coupled Creep Damage Constitutive Model Of Boom Clay, Back Analysis Of Model Parameters And Its Engineering Application
27.	Research On Theory And Application Of Simulation Model Test For Reinforced Concrete Structure
28.	Study On Excavation Disturbed Zone And Ogee Excavation Scheme Of High-stress Dam Foundation At Deep Valley
29.	The Self-balanced Test Technology For Pile Bearing Capacity And Its Engineering Application
30.	Study On Long Term Hydro-mechanical Coupled Behavior Of Belgium Boom Clay
31.	Research On Large Deformation Control Technique Of Soft Surrounding Rock In Complex Crustal Stress Tunnel
32.	Theory And Application Research On Displacement Back Analysis Of Transversely Isotropic Rock Mass
33.	Research On Lining Stability Of Xiamen Xiang'an Subsea Tunnel In Weathered Trough
34.	Mechanical Parameters Inversion Of Rock Mass With Support Vector Machine And Its Engineering Application
35.	Study On Deformation Behavior Test And Settlement After Acceptance Of High-speed Railway Bridge Pile Foundation
36.	Research On Deformation Mechanism Of Soft Rock Tunnel Under High Stress And Its Application In Engineering
37.	Research And Engineering Application Of Uncertain System In Geotechnical Engineering
38.	Gray Forecast And Back Analysis Of Final Settlement Of Soft Foundation
39.	3-D FEM Simulation Of Transient Temperature And Stress Fields Of Bulky Concrete And Analysis Of Cracking Mechanism
40.	The Slopes Stability Analysis And Evaluation Of Root Piles To Correct Slopes
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