MIDAS/GTS - Globe Thesis

Keyword [MIDAS/GTS] Result: 21 - 40 \| Page: 2 of 10
21.	Parameters Research Of Column In Subway Station Excavated By Semi Top-Down Method With Soft Soil Area
22.	Structural Design And Analysis Of The Mechanical Properties Of The Small Diameter Circular Pit
23.	The Discussion Of Reflected Singal At The Bottom Of Pile By The Method Of Low Strain Reflected Wave
24.	The Application And Research Of Long Spiral Drill Hole Grouting Concrete Piles In Deep Building Foundation Pit
25.	The Appiication And Research Of Underground Continuous Wall In Qiushui Square Subway Station Foundation Pit In Nanchang
26.	Fill Gravity Retaining Walls Force And Deformation Characteristics Analysis
27.	Numerical Simulation Of Mutual Influence Between Up-crossing Underground Street Construction And Existing Metro Tunnel
28.	Numerical Analysis And Application Research On Dynamic Compaction Used In Coarse-grained&Backfilled Foundation Treatment
29.	Numerical Analysis Of Stability Of Retaining Wall In Deep Excavation Of The Subway Station
30.	The Research On Preferred Programmes Of Retaining And Protection For Deep Excavations About Handan East Station Square
31.	Study On Stability Influence Of Foundation Pit Supporting About CFG Piles Construction In The Foundation Pit
32.	Stability Analysis On Deep Foundation Ditch Of Pile Anchor Support Structure
33.	Research On The Monitoring And Stability Analysis Of High Slope Of Shiyan-Tianshui Highway’s Fengjiaba Toll Station
34.	Analysis Of Jin Shan Tailings Dam Stability Based On Strength Reduction
35.	The Study Of Informational Construction And Monitoring Of Metro Station Built By Semi-inverse Covered Excavation Method
36.	GTS Simulation And Comparative Analysis Of The Ultra-deep Foundation Pile Anchor Retaining Structure
37.	Analysis Of Surface Subsidence Of Beijing Subway Station With PBA Method
38.	Many Support Pile Anchor Supporting Structure Monitoring And GTS Simulation Analysis
39.	Finite Element Analysis Of Deformation Behavior On The Enclosure Structure Of Pits In Foundition Pit
40.	Research On The Control Technology And Method Of Deformation Of Deep Foundation Pit Of The Innovative Pre-stressed Support System
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