ABSTRACT

Due to the continuous development of urban areas, excavation has become a crucial part of the building’s construction. From the geotechnical point of view, excavation safety must be considered. Nail walls are an economical solution, widely used to support excavations. In this study, the construction of a nailed wall is simulated using a limit equilibrium method (LEM) to study the excavation stages effect on the factor of safety (FS). The variability of the soil properties and nails’ bonding strength are considered to capture the nailed wall reliability index (RI). The Janbu corrected method coupled with the Latin Hyper Cube is used to estimate the FS and RI. The impacts of the correlation length between the soil parameters are investigated on the RI.

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REFERENCES

Agarwal, E., Sharma, M., and Pain, A. 2022. Probabilistic Stability Analysis of Helical Soil Nailed Wall Using the Monte-Carlo Simulation. In Geohazard Mitigation (pp. 221–232). Springer, Singapore.
Alhajj Chehade, H., Dias, D., Sadek, M., Jenck, O., and Hage Chehade, F. 2021. Pseudo-static analysis of reinforced earth retaining walls. Acta Geotechnica, 16(7), pp.2275–2289.
Asadollahi, S. M., Rezvani, M., Fakher, A., and Javankhoshdel, S. 2022. Reliability analysis of soil nail walls using SRV and RLE M approaches. The Evolution of Geotech, p.406.
Baecher, G. B., and Christian, J. T. 2005. Reliability and statistics in geotechnical engineering. John Wiley & Sons.
Bathurst, R. J., Huang, B., and Allen, T. M. 2011. “Analysis of installation damage tests for LRFD calibration of reinforced soil structures.” Geotext. Geomembr. 29 (3): 323–334. https://doi.org/10.1016/j.geotexmem.2010.10.003.
Cami, B., Javankhoshdel, S., and Yacoub, T. 2021. Limit equilibrium probabilistic analysis of three-dimensional open pit using the stochastic response surface method. In IFCEE 2021 (pp. 247–254).
Dastpak, P., Jamshidi Chenari, R., Cami, B., and Javankhoshdel, S. 2021. Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes. International Journal of Geomechanics, 21(9), p.04021155.
Hamrouni, A., Dias, D., and Sbartai, B. 2020. Soil spatial variability impact on the behavior of a reinforced earth wall. Frontiers of Structural and Civil Engineering, 14(2), pp.518–531.
Janbu, N. 1973. Slope stability computations. Publication of: Wiley (John) and Sons, Incorporated.
Javankhoshdel, S., and Bathurst, R. J. 2017. “Deterministic and probabilistic failure analysis of simple geosynthetic reinforced soil slopes.” Geosynth. Int. 24 (1): 14–29. https://doi.org/10.1680/jgein.16.00012.
Javankhoshdel, S., Cami, B., Chenari, R. J., and Dastpak, P. 2021. Probabilistic analysis of slopes with linearly increasing undrained shear strength using RLEM approach. Transportation Infrastructure Geotechnology, 8(1), pp.114–141.
Javankhoshdel, S., Luo, N., and Bathurst, R. J. 2017. Probabilistic analysis of simple slopes with cohesive soil strength using RLEM and RFEM. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 11(3), pp.231–246.
Phoon, K. K., and Kulhawy, F. H. 1999. Characterization of geotechnical variability. Canadian geotechnical journal, 36(4), pp.612–624.
RocScience Inc. 2022. Slide Version 2022 – 2D and 3D Limit Equilibrium Slope Stability Analysis. www. rocscience.com, Toronto, Ontario, Canada.
Vezole, P., and Canépa, Y. 2009. : Calcul géotechnique - Ouvrages de soutènement - Remblais renforcés et massifs en sol cloué. Editions AFNOR.
Villalobos, S. A., and Villalobos, F. A. 2021. Effect of nail spacing on the global stability of soil nailed walls using limit equilibrium and finite element methods. Transportation Geotechnics, 26, p.100454.
Zevgolis, I. E., and Daffas, Z. A. 2018. System reliability assessment of soil nail walls. Computers and Geotechnics, 98, pp.232–242.

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Go to Geo-Risk 2023
Geo-Risk 2023
Pages: 331 - 339

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Published online: Jul 20, 2023

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Shengfeng Huang, S.M.ASCE [email protected]
1Dept. of Civil, Environmental, and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ. Email: [email protected]
Pooya Dastpak, S.M.ASCE [email protected]
2Dept. of Civil, Environmental, and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ. Email: [email protected]
Sina Javankhoshdel, Ph.D., M.ASCE [email protected]
3Rocscience, Inc., Toronto, ON, Canada. Email: [email protected]
Daniel Dias, Ph.D. [email protected]
43SR Laboratory, Grenoble Alpes Univ., Grenoble, France. Email: [email protected]
Rita L. Sousa, Ph.D., M.ASCE [email protected]
5Dept. of Civil, Environmental, and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ. Email: [email protected]

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