Slope stability assessment in sensitive clay with an advanced constitutive model
Paper in proceeding, 2023

The initial and strain-induced anisotropic structure, as well as the strain-softening behaviour, of sensitive clay has been long recognized. These soil features, and their subsequent effect on the mobilized strength, are however rarely directly considered in the evaluation of slope stability. This numerical study investigates the influence of 1) Initial anisotropy; 2) Evolving anisotropy and 3) Degradation of the inter-particle bonds (destructuration) due to irrecoverable creep strains on the stability and failure mechanisms of a slope in sensitive clay. The rate-dependent Creep-SCLAY1S model includes these features, and its hierarchical formulation, is exploited to illustrate the effect of these features for a typical slope in the Göta River valley, West Sweden.

rate dependence

mobilisation of shear strength

slope stability

fabric anisotropy

constitutive modelling

Author

Carolina Sellin

Chalmers, Architecture and Civil Engineering, Geology and Geotechnics

Minna Karstunen

Chalmers, Architecture and Civil Engineering, Geology and Geotechnics

Proceedings of the 10th European Conference on Numerical Methods in Geotechnical Engineering

298

10th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2023
London, United Kingdom,

Digital Twin Cities Centre

VINNOVA (2019-00041), 2020-02-29 -- 2024-12-31.

BIG A2020-09 Simple analyses of slopes in a changing climate

Swedish Transport Administration (TRV 2020-26622), 2020-03-16 -- 2023-09-30.

NordicLink - Securing Nordic linear infrastructure networks against climate induced natural hazards

NordForsk (98335), 2020-09-01 -- 2023-08-31.

Subject Categories

Geotechnical Engineering

DOI

10.53243/NUMGE2023-298

More information

Latest update

9/26/2024