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Optimization of site exploration effort to improve the accuracy of tunneling-induced ground settlement prediction in soft clays
Wenping Gong, Zhe Luo, Lei Wang, Hongwei Huang, C. Hsein Juang
土木工程學系
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Keyphrases
Ground Settlement
100%
Tunneling
100%
Site Exploration
100%
Surface Settlement Prediction
100%
Soft Clay
100%
Soil Parameters
50%
Clay
33%
Tunnel Settlement
33%
Monte Carlo Simulation
16%
Illustrative Examples
16%
Maximum Likelihood Method
16%
Closed-form Analytic Solution
16%
Soil Properties
16%
Soil Testing
16%
Probabilistic Analysis
16%
Spatial Variability
16%
Number of Tests
16%
Optimization Techniques
16%
Parametric Analysis
16%
Robust Prediction
16%
Sample Statistics
16%
Site Soil
16%
Engineering
Tunnel Construction
100%
Ground Settlement
100%
Settlement Prediction
100%
Soil Parameter
37%
Induced Settlement
25%
Maximum Likelihood
12%
Closed Form
12%
Analytical Model
12%
Great Influence
12%
Optimization Technique
12%
Parametric Analysis
12%
Soil Testing
12%