A Heuristic Search Method for Critical Slip Surfaces with Weak Layers
Publication: Geo-Congress 2024
ABSTRACT
In slope stability, weak layers are thin layers of low-strength materials which can potentially form part of the critical sliding surface. The search for the critical slip surface in slope stability is a complicated optimization problem that minimizes the factor of safety by altering the parameters corresponding to the geometry of a slip surface. While searching for the critical slip surface, it is important to fully consider the weak layers in a model. Traditionally, slope stability programs have handled weak layers by clipping the slip surfaces, which are generated during the automatic searching stage, to the weak layers. If multiple weak layers touch a slip surface, there are multiple permutations of clippings that can be performed on the slip surface by the weak layers using any, all, or none of those weak layers. As such, it can become very difficult to identify which combination of the weak layers would produce the lowest factor of safety. In this paper, a new method is proposed which efficiently considers the contribution of each weak layer via an additional optimization parameter. The proposed approach is demonstrated via an example and is shown to be relatively faster in speed against leading industry methods, while maintaining comparable accuracy.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Bar, N., McQuillan, A., Ma, T., Wai, D., Hammah, R., Corkum, B., Yacoub, T., Cobián, J. C., and Mojica, B. (2022). A geotechnical evaluation of the Cumba pit slope failure, Dominican Republic. In Slope Stability 2022, Tucson, AZ.
Cheng, Y. M., and Lau, C. K. (2008). Slope Stability Analysis and Stabilization: New Methods and Insight (1st ed.). London: CRC Press. https://doi.org/10.4324/9780203927953.
Cheng, Y. M., and Yip, C. (2007). Three-dimensional asymmetrical slope stability analysis extension of Bishop’s, Janbu’s, and Morgenstern–Price’s techniques. Journal of Geotechnical and Geoenvironmental Engineering, 133(12): 1544–1555. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:12(1544).
Gandomi, A. H., Kashani, A. R., Mousavi, M., and Jalalvandi, M. (2015). Slope stability analyzing using recent swarm intelligence techniques. Int J Numer Anal Methods Geomech. 39(3): pp.295–309.
Kalatehjari, R., A Rashid, A. S., Ali, N., and Hajihassani, M. (2014). The contribution of particle swarm optimization to three-dimensional slope stability analysis. The Scientific World Journal, 2014: 973093. https://doi.org/10.1155/2014/973093.
Kennedy, J., and Clerc, M. (2002). The particle swarm: explosion, stability and convergence in a multi-dimension complex space. IEEE Trans on Evolutionary Computation, 6: 58–73.
Kennedy, J., and Eberhart, R. (1995). Particle swarm optimization. In Proceedings of ICNN’95 – International Conference on Neural Networks, 1942–1948. Perth, WA: IEEE. https://doi.org/10.1109/ICNN.1995.488968.
Kennedy, J., and Eberhart, R. (1997). A discrete binary version of the particle swarm algorithm. In IEEE International Conference on Systems, Man, and Cybernetics. Computational Cybernetics and Simulation, 12-15 Oct, 1997. https://doi.org/10.1109/ICSMC.1997.637339.
Kondalamahanthy, A. K. (2013). 2d and 3d back analysis of the Forest City landslide (South Dakota). Master’s Thesis, Iowa State University.
L’Heureux, J.-S., et al. (2012). Identification of weak layers and their role for the stability of slopes at Finneidfjord, Northern Norway. Advances in Natural and Technological Hazard Research, 31: 321–330.
Ma, T., Mafi, R., Cami, B., Javankhoshdel, S., and Gandomi, A. H. (2022). NURBS surface-altering optimization for identifying critical slip surfaces in 3D slopes. Int. J. Geomech, 22(9): 04022154.
Ma, T., Cami, B., Javankhoshdel, S., Corkum, B., Chan, N., and Gandomi, A. H. (2023). Spline search for slip surfaces in 3d slopes. Int J Geomech, in press.
McCombie, P., and Wilkinson, P. (2002). The use of the simple genetic algorithm in finding the critical factor of safety in slope stability analysis, Computers and Geotechnics, 29(8): 699–714.
Mikroutsikos, A., Theocharis, A. I., Koukouzas, N. C., and Zevgolis, I. E. (2021). Slope stability of deep surface coal mines in the presence of a weak zone, Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 7(66).
Rocscience. (2023a). Slide3 User Guide. https://www.rocscience.com/help/slide3/overview (accessed 15 May 2023).
Rocscience. (2023b). Slide2 User Guide: Weak Layer (Section 5: Weak Layer Example 2). https://www.rocscience.com/help/slide2/tutorials/tutorials-overview/weak-layer (accessed 15 May 2023).
Rocscience. (2023c). Slide3 User Guide: Multiple Weak Layers. https://www.rocscience.com/help/slide3/tutorials/weak-layers (accessed 15 May 2023).
Information & Authors
Information
Published In
History
Published online: Feb 22, 2024
ASCE Technical Topics:
- Algorithms
- Business management
- Continuum mechanics
- Deformation (mechanics)
- Design (by type)
- Engineering fundamentals
- Engineering mechanics
- Geohazards
- Geomechanics
- Geometrics
- Geotechnical engineering
- Highway and road design
- Landslides
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Parameters (statistics)
- Practice and Profession
- Public administration
- Public health and safety
- Safety
- Sliding effects
- Slope stability
- Slopes
- Solid mechanics
- Statistics
- Strength of materials
- Structural mechanics
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.