Abstract
Landslide motion is often simulated with interface-like laws able to capture changes in frictional strength caused by the growth of the pore water pressure and the consequent reduction of the effective stress normal to the plane of sliding. Here it is argued that, although often neglected, the evolution of all the 3D stress components within the basal shear zone of landslides also contributes to changes in frictional strength and must be accounted for to predict changes in seasonal velocity. For this purpose, an augmented sliding-consolidation model is proposed which allows for the computation of excess pore pressure development and downslope sliding with any constitutive law with 3D stress evolution. Simulations of idealised infinite slope models subjected to hydrologic forcing are used to study the role of in-situ stress conditions and stress rate multiaxiality. Specifically, a Drucker-Prager perfectly plastic model is used to replicate frictional failure and shear deformation at the base of landslides. The model reveals that conditions amenable to the shearing of a frictional interface are met only after numerous rainfall cycles, that is, when multiaxial stress rates are suppressed. In this case, the landslide is predicted to move through a seasonal ratcheting controlled only by the effective stress component normal to the plane of sliding. By contrast, in newly formed landslides, the multiaxial stress evolution is found to produce further regimes of motion, from plastic shakedown to cyclic failure, neither of which can be captured by interface-like frictional laws. Notably, the model suggests that a transition across these regimes can emerge in response to an aggravation of the magnitude of forcing, implying that (i) fluctuations in climate may alter the seasonal trends of motion observed today; (ii) our ability to quantify landslide-induced risks is impaired unless proper geomechanical models are used to examine their long-term dynamics.
Original language | English (US) |
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Pages (from-to) | 3331-3350 |
Number of pages | 20 |
Journal | International Journal for Numerical and Analytical Methods in Geomechanics |
Volume | 47 |
Issue number | 18 |
DOIs | |
State | Published - Dec 25 2023 |
Funding
The authors are grateful for the financial support provided by Leslie and Mac McQuown, which enabled the visit of F.R. at Northwestern University, during which this study was conducted. G.B. also gratefully acknowledges the financial support of the National Science Foundation, through grant ICER‐1854951. Dr. Fabio Rollo acknowledges the RETURN Extended Partnership and received funding from the European Union Next‐GenerationEU (National Recovery and Resilience Plan—NRRP, Mission 4, Component 2, Investment 1.3 – D.D. 1243 2/8/2022, PE0000005). The authors are also grateful to Xiang Li, who participated to numerous discussions with the authors that expedited the simulations shown in this work, as well as to Angelo Amorosi, who facilitated their collaboration and provided useful input during the editing of the paper. The authors are grateful for the financial support provided by Leslie and Mac McQuown, which enabled the visit of F.R. at Northwestern University, during which this study was conducted. G.B. also gratefully acknowledges the financial support of the National Science Foundation, through grant ICER-1854951. Dr. Fabio Rollo acknowledges the RETURN Extended Partnership and received funding from the European Union Next-GenerationEU (National Recovery and Resilience Plan—NRRP, Mission 4, Component 2, Investment 1.3 – D.D. 1243 2/8/2022, PE0000005). The authors are also grateful to Xiang Li, who participated to numerous discussions with the authors that expedited the simulations shown in this work, as well as to Angelo Amorosi, who facilitated their collaboration and provided useful input during the editing of the paper.
Keywords
- constitutive modelling
- hydro-mechanical coupling
- rainfall-induced landslides
- slope deformation
ASJC Scopus subject areas
- Computational Mechanics
- General Materials Science
- Geotechnical Engineering and Engineering Geology
- Mechanics of Materials