An efficient approach for safety factor-based and reliability-based design of tunnel face support pressure using BP Neural Network

References

• Anagnostou, G., R. Schuerch, P. Perazzelli, A. Vrakas, P. Maspoli, and R. Poggiati. 2016. Tunnel Face Stability and Tunnelling Induced Settlements Under Transient Conditions.
   Google Scholar
• Cao, Z., Y. Wang, and D. Li. 2017. “Practical Reliability Analysis of Slope Stability by Advanced Monte Carlo Simulations in a Spreadsheet.” In Probabilistic Approaches for Geotechnical Site Characterization and Slope Stability Analysis, 147–167. Berlin: Springer.
   Google Scholar
• Chambon, P., and J.-F. Corte. 1994. “Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face.” Journal of Geotechnical Engineering 120: 1148–1165. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:7(1148).
   Google Scholar
• Chen, L., W. Zhang, X. Gao, L. Wang, Z. Li, T. Böhlke, and U. Perego. 2022. “Design Charts for Reliability Assessment of Rock Bedding Slopes Stability Against Bi-Planar Sliding: SRLEM and BPNN Approaches.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 16: 360–375. https://doi.org/10.1080/17499518.2020.1815215.
   Google Scholar
• Hariri-Ardebili, M. A., and P. Boodagh. 2019. “Taguchi Design-Based Seismic Reliability Analysis of Geostructures.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13: 34–52. https://doi.org/10.1080/17499518.2018.1478106.
   Web of Science ®Google Scholar
• Ji, J., C. Zhang, Y. Gao, and J. Kodikara. 2019. “Reliability-based Design for Geotechnical Engineering: An Inverse Form Approach for Practice.” Computers and Geotechnics 111: 22–29. https://doi.org/10.1016/j.compgeo.2019.02.027.
   Web of Science ®Google Scholar
• Ji, J., Z. Zhang, Z. Wu, J. Xia, Y. Wu, and Q. Lü. 2021. “An Efficient Probabilistic Design Approach for Tunnel Face Stability by Inverse Reliability Analysis.” Geoscience Frontiers 12: 101210. https://doi.org/10.1016/j.gsf.2021.101210.
   Web of Science ®Google Scholar
• Leca, E., and L. Dormieux. 1990. “Upper and Lower Bound Solutions for the Face Stability of Shallow Circular Tunnels in Frictional Material.” Géotechnique 40: 581–606. https://doi.org/10.1680/geot.1990.40.4.581.
   Web of Science ®Google Scholar
• Li, B., Y. Fu, Y. Hong, and Z. Cao. 2021. “Deterministic and Probabilistic Analysis of Tunnel Face Stability Using Support Vector Machine.” Geomechanics and Engineering 25: 17–30. https://doi.org/10.12989/gae.2021.25.1.017.
   Web of Science ®Google Scholar
• Li, B., K. Yao, and H. Li. 2020. “Deterministic and Reliability-Based Design of Necessary Support Pressures for Tunnel Faces.” Geomechanics and Engineering 22: 35–48. https://doi.org/10.12989/gae.2020.22.1.035.
   Web of Science ®Google Scholar
• Li, B., J. Yuan, and H. Li. 2023a. “A New Framework for System Reliability-Based Design from Quantile Value Perspective.” Computers and Geotechnics 164: 105760. https://doi.org/10.1016/j.compgeo.2023.105760.
   Web of Science ®Google Scholar
• Li, B., L. Zhang, and J. Yuan. 2023b. “A Simple Monte Carlo Simulation Method for Geotechnical Reliability-Based Design.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 0: 1–12. https://doi.org/10.1080/17499518.2023.2222368.
   Google Scholar
• Low, B. K., and K. K. Phoon. 2015. “Reliability-based Design and its Complementary Role to Eurocode 7 Design Approach.” Computers and Geotechnics 65: 30–44. https://doi.org/10.1016/j.compgeo.2014.11.011.
   Web of Science ®Google Scholar
• Lunardi, P. 2008. Design and Construction of Tunnels: Analysis of Controlled Deformations in Rock and Soils (ADECO-RS). Berlin: Springer.
   Google Scholar
• Mollon, G., D. Dias, and A. H. Soubra. 2009a. “Probabilistic Analysis and Design of Circular Tunnels Against Face Stability.” International Journal of Geomechanics 9: 237–249. https://doi.org/10.1061/(ASCE)1532-3641(2009)9:6(237).
   Google Scholar
• Mollon, G., D. Dias, and A. H. Soubra. 2009b. “Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology.” Journal of Geotechnical and Geoenvironmental Engineering 135: 1314–1325. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000060.
   Web of Science ®Google Scholar
• Pan, Q., and D. Dias. 2016. “The Effect of Pore Water Pressure on Tunnel Face Stability.” International Journal for Numerical and Analytical Methods in Geomechanics 40: 2123–2136. https://doi.org/10.1002/nag.2528.
   Web of Science ®Google Scholar
• Pan, Q., and D. Dias. 2017a. “Upper-bound Analysis on the Face Stability of a non-Circular Tunnel.” Tunnelling and Underground Space Technology 62: 96–102. https://doi.org/10.1016/j.tust.2016.11.010.
   Web of Science ®Google Scholar
• Pan, Q., and D. Dias. 2017b. “An Efficient Reliability Method Combining Adaptive Support Vector Machine and Monte Carlo Simulation.” Structural Safety 67: 85–95. https://doi.org/10.1016/j.strusafe.2017.04.006.
   Web of Science ®Google Scholar
• Pan, Q., and D. Dias. 2018. “Three Dimensional Face Stability of a Tunnel in Weak Rock Masses Subjected to Seepage Forces.” Tunnelling and Underground Space Technology 71: 555–566. https://doi.org/10.1016/j.tust.2017.11.003.
   Web of Science ®Google Scholar
• Phoon, K. K., and W. Zhang. 2023. “Future of Machine Learning in Geotechnics.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 17: 7–22. https://doi.org/10.1080/17499518.2022.2087884.
   Google Scholar
• Spross, J., T. Gasch, and F. Johansson. 2023. “Implementation of Reliability-Based Thresholds to Excavation of Shotcrete-Supported Rock Tunnels.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 17: 361–375. https://doi.org/10.1080/17499518.2022.2046789.
   Google Scholar
• Zhang, J., T. Xiao, J. Ji, P. Zeng, and Z. J. Cao. 2021. Geotechnical Reliability Analysis: Theories, Methods, and Algorithms. Shanghai: Tongji University Press.
   Google Scholar
• Zhou, Z. H. 2021. Machine Learning. Singapore: Springer.
   Google Scholar
• Zhou, Q., Z. J. Cao, D. Q. Li, and K. K. Phoon. 2022. “Sufficient Conditions for Equivalence Between Safety Factor-Based and Reliability-Based Design Requirements.” Computers and Geotechnics 148: 104820. https://doi.org/10.1016/j.compgeo.2022.104820.
   Web of Science ®Google Scholar