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Mar 23, 2023

Numerical Analyses of a Landslide in the Sensitive Saint Adelphe Clay

Publication: Geo-Congress 2023

ABSTRACT

This paper presents nonlinear dynamic analyses (NDAs) of the 1988 Saint Adelphe landslide using FLAC 8.1 with the user defined constitutive models PM4Silt and PM4Sand. The analyses utilized previously characterized and developed laboratory and field data, ground motions, and site conditions. A method was introduced for modeling large sensitivities and high peak strengths using the PM4Silt constitutive model. Calibration of the constitutive model and NDAs of the landslide are presented. The results of the analyses indicate that the numerical methods used could reasonably approximate the observed failure. The results also highlighted the need for the development of models which can directly account for high peak undrained strength ratios and large strength loss in analyses. The implications of these results on practice are discussed.

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REFERENCES

Abdellaziz, M., Karray, M., Hussien, M. N., Delisle, M., Ledoux, C., Locat, P., Mompin, R., and Chekired, M. (2020). “Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake.” Canadian Geotechnical Journal. 57: 1936–1952. https://doi.org/10.1139/cgj-2018-0629.
Boulanger, R. W., and Ziotopolou, K. (2019). “A constitutive model for clays and plastic silts in plane-strain earthquake engineering applications.” Soil Dynamics and Earthquake Engineering, 1127(2019): 105832, https://doi.org/10.1016/j.soildyn.2019.105832.
Itasca. (2019). FLAC – Fast Lagrangian Analysis of Continua, Version 8.1, Itasca Consulting Group, Inc, Minneapolis, Minnesota.
Kiernan, M., and Montgomer, K. (2020). “Numerical Simulations of the Fourth Avenue Landslide Considering Cylic Softening.” Journal of Geotechnical and Geoenvironmental Engineering. 146(1). https.//doi.org/10.1061/(ASCE)GT.1943-5606.0002349.
Oathes, T. J. (2022). Accounting for viscous effects in nonlinear analyses of strain softening clays. Doctoral dissertation, University of California, Davis.
Ziotopoulou, K., and Boulanger, R. W. (2016). “Plasticity modeling of liquefaction effects under sloping ground and irregular cyclic loading conditions.” Soil Dynamic and Earthquake Engineering, 84(2016), 269–283, https://doi.org/10.1016/j.soildyn.2016.02.013.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 587 - 595

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Published online: Mar 23, 2023

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Tyler J. Oathes, Ph.D., M.ASCE [email protected]
1Dept. of Civil and Environmental Engineering, Rutgers Univ. Email: [email protected]
Ross W. Boulanger, Ph.D., F.ASCE [email protected]
2Dept. of Civil and Environmental Engineering, Univ. of California, Davis. Email: [email protected]

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