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Reducing the cover-to-diameter ratio for shallow tunnels in soft soils
Ngan Vu Minh
Geo-engineering
Research output
:
Thesis
›
Dissertation (TU Delft)
335
Downloads (Pure)
Overview
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Dive into the research topics of 'Reducing the cover-to-diameter ratio for shallow tunnels in soft soils'. Together they form a unique fingerprint.
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Weight
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Earth and Planetary Sciences
Investigation
100%
Soft Soil
100%
Soil
80%
Model
80%
Surface Pressure
60%
Loss
60%
Construction
40%
Stability
40%
Structural Analysis
40%
Show
20%
Literature
20%
Region
20%
Risk
20%
Calculation
20%
Tunnel Lining
20%
Ground Motion
20%
Damage
20%
Variation
20%
Convention
20%
Stability Analysis
20%
Evaluation
20%
Soil Type
20%
Depth
20%
Recommendation
20%
Metropolitan Area
20%
Deformation
20%
Urban Areas
20%
Station
20%
Research
20%
Uplift
20%
Building
20%
Keyphrases
Tunnel in Soft Soil
100%
Shallow Tunnel
100%
Shallow Tunnelling
100%
Cover-to-diameter Ratio
100%
Support Pressure
50%
Volume Loss
50%
Long-term Consolidation
33%
Tunnel Technique
33%
Influence Zone
33%
Surrounding Soil
16%
Tunnel Diameter
16%
Consolidation Settlement
16%
Ground Movement
16%
Internal Force
16%
Deformation Force
16%
Structural Analysis Model
16%
Surface Soil
16%
Face Stability
16%
Consolidation Effect
16%
Subsurface Soil
16%
Diameter-to-thickness Ratio
16%
Conventional Design
16%
Loss Components
16%
Tunnel Face
16%
Building Damage
16%
INIS
soils
100%
tunneling
88%
losses
33%
volume
33%
stability
33%
construction
22%
control
11%
design
11%
surfaces
11%
zones
11%
ground motion
11%
risks
11%
linings
11%
damage
11%
deformation
11%
thickness
11%
range
11%
urban areas
11%
variations
11%
interactions
11%
comparative evaluations
11%
operating cost
11%
recommendations
11%
investigations
11%
assessments
11%
cost
11%
solutions
11%
depth
11%
Engineering
Loss Component
7%
Consolidation Settlement
7%