Technical Papers
Jun 27, 2024

Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 9

Abstract

Generic models for estimating the earthquake-induced displacement of Earth slopes are developed based on a numerical approach. A number of 14,112 slope models with different configurations of slope geometry and soil property parameters are developed to represent generic Earth slopes. Thousands of slope dynamic analyses are then conducted in FLAC to estimate the coseismic slope displacements. Based on the displacements calculated, 18 ground-motion intensity measures (IMs) and eight slope variables are considered as candidate predictor variables to develop predictive displacement models using the light gradient boosting machine (LightGBM). Comparative results indicate that yield acceleration (Ky) and Arias intensity (AI) are the most efficient scalar variables in regressing the displacements. Based on the efficiency, sufficiency, and computability criteria, the vector IMs of (AI, peak ground velocity) and (AI, peak ground acceleration), together with Ky and initial shear modulus, are regarded as the preferable predictor variables, respectively. Two sets of predictive displacement models are thus proposed using the preferable variables via the LightGBM- and polynomial-based approaches, respectively. The aleatory variability in predicting the slope displacement for the polynomial models is approximately 15%–30% larger than that of the LightGBM models, indicating that the predictive performance of the LightGBM models is superior to the polynomial models.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work described was supported by the National Natural Science Foundation of China (Grant Nos. U2240211 and 52078393) and the Fundamental Research Funds for the Central Universities (No. 2042023kfyq03). The authors thank three anonymous reviewers for their helpful comments to improve this manuscript.

References

Bray, J., and T. Travasarou. 2007. “Simplified procedure for estimating earthquake-induced deviatoric slope displacements.” J. Geotech. Geoenviron. Eng. 133 (4): 381–392. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(381).
Bray, J. D., J. Macedo, and T. Travasarou. 2018. “Simplified procedure for estimating seismic slope displacements for subduction zone earthquakes.” J. Geotech. Geoenviron. Eng. 144 (3): 04017124. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001833.
Campbell, K. W., and Y. Bozorgnia. 2014. “NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra.” Earthquake Spectra 30 (3): 1087–1115. https://doi.org/10.1193/062913EQS175M.
Campbell, K. W., and Y. Bozorgnia. 2019. “Ground motion models for the horizontal components of Arias intensity (AI) and cumulative absolute velocity (CAV) using the NGA-West2 database.” Earthquake Spectra 35 (3): 1289–1310. https://doi.org/10.1193/090818EQS212M.
Cheng, Y. M., T. Lansivaara, and W. B. Wei. 2007. “Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods.” Comput. Geotech. 34 (3): 137–150. https://doi.org/10.1016/j.compgeo.2006.10.011.
Cho, Y., F. Khosravikia, and E. M. Rathje. 2022. “A comparison of artificial neural network and classical regression models for earthquake-induced slope displacements.” Soil Dyn. Earthquake Eng. 152 (Mar): 107024. https://doi.org/10.1016/j.soildyn.2021.107024.
Cho, Y., and E. M. Rathje. 2020. “Displacement hazard curves derived from slope-specific predictive models of earthquake-induced displacement.” Soil Dyn. Earthquake Eng. 138 (Mar): 106367. https://doi.org/10.1016/j.soildyn.2020.106367.
Cho, Y., and E. M. Rathje. 2022. “Generic predictive model of earthquake-induced slope displacement derived from finite element analysis.” J. Geotech. Geoenviron. Eng. 148 (4): 04022010. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002757.
Du, W. 2018. “Effects of directionality and vertical component of ground motions on seismic slope displacements in Newmark sliding-block analysis.” Eng. Geol. 239 (May): 13–21. https://doi.org/10.1016/j.enggeo.2018.03.012.
Du, W., and G. Wang. 2016. “A one-step Newmark displacement model for probabilistic seismic slope displacement hazard analysis.” Eng. Geol. 205 (Apr): 12–23. https://doi.org/10.1016/j.enggeo.2016.02.011.
Du, W., G. Wang, and D. Huang. 2018a. “Evaluation of seismic slope displacements based on fully coupled sliding mass analysis and NGA-West2 database.” J. Geotech. Geoenviron. Eng. 144 (8): 06018006. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001923.
Du, W., G. Wang, and D. Huang. 2018b. “Influence of slope property variabilities on seismic sliding displacement analysis.” Eng. Geol. 242 (Aug): 121–129. https://doi.org/10.1016/j.enggeo.2018.06.003.
Duncan, J. M., and S. G. Wright. 1980. “The accuracy of equilibrium methods of slope stability analysis.” Eng. Geol. 16 (1–2): 5–17. https://doi.org/10.1016/0013-7952(80)90003-4.
Fotopoulou, S. D., and K. D. Pitilakis. 2015. “Predictive relationships for seismically induced slop displacements using numerical analysis results.” Bull. Earthquake Eng. 13 (Mar): 3207–3238. https://doi.org/10.1007/s10518-015-9768-4.
Fotopoulou, S. D., and K. D. Pitilakis. 2017. “Probabilistic assessment of the vulnerability of reinforced concrete buildings subjected to earthquake induced landslides.” Bull. Earthquake Eng. 15 (Mar): 5191–5215. https://doi.org/10.1007/s10518-017-0175-x.
Itasca Consulting Group. 2016. “FLAC-Fast Lagrangian analysis of continua. Version 8.0.” In User’s manual chapter: Dynamic analysis. Minneapolis: Itasca Consulting Group.
Jiang, S. H., X. Liu, Z. Z. Wang, D. Q. Li, and J. Huang. 2023. “Efficient sampling of the irregular probability distributions of geotechnical parameters for reliability analysis.” Struct. Saf. 101 (Aug): 102309. https://doi.org/10.1016/j.strusafe.2022.102309.
Jibson, R. W. 2007. “Regression models for estimating coseismic landslide displacement.” Eng. Geol. 91 (2–4): 209–218. https://doi.org/10.1016/j.enggeo.2007.01.013.
Jibson, R. W. 2011. “Methods for assessing the stability of slopes during earthquakes-A retrospective.” Eng. Geol. 122 (1–2): 43–50. https://doi.org/10.1016/j.enggeo.2010.09.017.
Joyner, W. B., and D. M. Boore. 1993. “Methods for regression analysis of strong-motion data.” Bull. Seismol. Soc. Am. 83: 469–487. https://doi.org/10.1785/BSSA0830020469.
Ke, G., Q. Meng, T. Finley, T. F. Wang, W. Chen, W. D. Ma, Q. W. Ye, and T. Y. Liu. 2017. “LightGBM: A highly efficient gradient boosting decision tree.” Adv. Neural Inf. Process. Syst. 30 (Jun): 3146–3154. https://doi/10.5555/3294996.3295074.
Lü, Q., P. Chen, B. Kim, J. Zheng, and J. Ji. 2019. “Probabilistic assessment of seismic stability of a rock slope by combining the simulation of stochastic ground motion with permanent displacement analysis.” Eng. Geol. 260 (Oct): 105210. https://doi.org/10.1016/j.enggeo.2019.105210.
Luco, N., and A. C. Cornell. 2007. “Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions.” Earthquake Spectra 23 (Mar): 357–392. https://doi.org/10.1193/1.2723158.
Lundberg, S. M., and S. I. Lee. 2017. “A unified approach to interpreting model predictions.” A dv. Neural Inf. Process. Syst. 30 (Apr): 4768–4777. https://doi.org/10.5555/3295222.3295230.
Macedo, J., C. Liu, and F. Soleimani. 2021. “Machine-learning-based predictive models for estimating seismically-induced slope displacements.” Soil Dyn. Earthquake Eng. 148 (Sep): 106795. https://doi.org/10.1016/j.soildyn.2021.106795.
Makdisi, F. I., and H. B. Seed. 1978. “Simplified procedure for estimating dam and embankment earthquake induced deformations.” J. Geotech. Eng. Div. 104 (7): 849–867. https://doi.org/10.1061/AJGEB6.0000668.
Newmark, N. M. 1965. “Effects of earthquakes on dams and embankments.” Géotechnique 15 (2): 139–160. https://doi.org/10.1680/geot.1965.15.2.139.
Pedregosa, F., et al. 2011. “Scikit-learn: Machine learning in Python.” J. Mach. Learn. Res. 12 (Nov): 2825–2830. https://doi.org/10.5555/1953048.2078195.
Phoon, K. K., and F. H. Kulhawy. 1999a. “Characterization of geotechnical variability.” Can. Geotech. J. 36 (4): 612–624. https://doi.org/10.1139/t99-038.
Phoon, K. K., and F. H. Kulhawy. 1999b. “Evaluation of geotechnical property variability.” Can. Geotech. J. 36 (4): 625–639. https://doi.org/10.1139/t99-039.
Rathje, E. M., and J. D. Bray. 2000. “Nonlinear coupled seismic sliding analysis of earth structures.” J. Geotech. Geoenviron. Eng. 126 (11): 1002–1014. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:11(1002).
Saygili, G., and E. M. Rathje. 2008. “Empirical predictive models for earthquake-induced sliding displacements of slopes.” J. Geotech. Geoenviron. Eng. 134 (6): 790–803. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:6(790).
Sett, K., B. Unutmaz, K. Etin, S. Koprivica, and B. Jeremi. 2011. “Soil uncertainty and its influence on simulated G/Gmax and damping behavior.” J. Geotech. Geoenviron. Eng. 137 (3): 218–226. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000420.
Song, J., and A. Rodriguez-Marek. 2015. “Sliding displacement of flexible earth slopes subject to near-fault ground motions.” J. Geotech. Geoenviron. Eng. 141 (3): 04014110. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001233.
Vardanega, P. J., and M. D. Bolton. 2013. “Stiffness of clays and silts: Normalizing shear modulus and shear strain.” J. Geotech. Geoenviron. Eng. 139 (9): 1575–1589. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000887.
Wang, M. X., D. Huang, G. Wang, and D. Q. Li. 2020. “SS-XGBoost: A machine learning framework for predicting Newmark sliding displacements of slopes.” J. Geotech. Geoenviron. Eng. 146 (9): 04020074. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002297.
Wang, W., D. Q. Li, Y. Liu, and W. Du. 2021. “Influence of ground motion duration on the seismic performance of earth slopes based on numerical analysis.” Soil Dyn. Earthq. Eng. 143 (5): 106595. https://doi.org/10.1016/j.soildyn.2021.106595.
Wang, W., D. Q. Li, X. S. Tang, and W. Du. 2023. “Seismic fragility and demand hazard analyses for earth slopes incorporating soil property variability.” Soil Dyn. Earthquake Eng. 173 (Mar): 108088. https://doi.org/10.1016/j.soildyn.2023.108088.
Wang, Y., and E. M. Rathje. 2018. “Application of a probabilistic assessment of the permanent seismic displacement of a slope.” J. Geotech. Geoenviron. Eng. 144 (6): 04018034. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001886.
Wu, Q., D. Q. Li, and W. Du. 2022. “Identification of optimal ground-motion intensity measures for assessing liquefaction triggering and lateral displacement of liquefiable sloping grounds.” Earthquake Spectra 38 (4): 2707–2730. https://doi.org/10.1177/87552930221094344.
Xiao, J., W. Gong, J. R. Martin, M. Shen, and Z. Luo. 2016. “Probabilistic seismic stability analysis of slope at a given site in a specified exposure time.” Eng. Geol. 212 (Sep): 53–62. https://doi.org/10.1016/j.enggeo.2016.08.001.
Zhang, J., T. Xiao, J. Ji, P. Zeng, and Z. J. Cao. 2021. Geotechnical reliability analysis: Theories, methods, and algorithms. 95–97. Shanghai, China: Tongji University Press.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 150Issue 9September 2024

History

Received: Mar 16, 2023
Accepted: Apr 3, 2024
Published online: Jun 27, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 27, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Dian-Qing Li, M.ASCE
Professor, State Key Laboratory of Water Resources Engineering and Management, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, China.
Wei Wang
Ph.D. Candidate, State Key Laboratory of Water Resources Engineering and Management, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, China.
Professor, State Key Laboratory of Water Resources Engineering and Management, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, China. ORCID: https://orcid.org/0000-0003-1796-3578
Professor, State Key Laboratory of Water Resources Engineering and Management, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, China (corresponding author). ORCID: https://orcid.org/0000-0002-4392-6255. Email: [email protected]

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share