Global Sensitivity Analysis for Excavation Stability in Large-Diameter Shield Tunnel Construction
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784482858.032
Reference22 articles.
1. TBM soft ground interaction: Experimental study on a 1 g reduced-scale EPBS model
2. A statistical model for the unconfined compressive strength of deep-mixed columns
3. Robust global sensitivity analysis under deep uncertainty via scenario analysis
4. Parametric study of the impacts of various geological and machine parameters on thrust force requirements for operating a single shield TBM in squeezing ground
5. A Node Pruning Algorithm Based on a Fourier Amplitude Sensitivity Test Method
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