On modelling of slope stability in sensitive clay
Doctoral thesis, 2023

The stability of natural slopes is a global problem, with the number of landslides and the associated socioeconomic losses increasing, as a result of the global trend of urbanisation, deforestation and changed weather patterns. The available methods for identifying potential failure modes and assessing the stability, however, overly simplify the modelled soil behaviour within a slope, which might lead to unnecessary mitigation measures or non-conservative results. On the other hand, advanced soil models suitable to capture the response of sensitive clays, have successfully been demonstrated for Serviceability Limit State problems in geotechnics. Yet, those advanced models have not been exploited for effective stress based slope stability analyses.

The aim of this thesis, therefore, is to explore and integrate advanced soil models for analysing the stability of slopes in natural sensitive clay. As such, the evolving hydromechanical processes known to be occurring in a slope, ranging from anisotropy to rate dependency, should be accounted for. The main research effort has consisted of; (i) verification of the use of an anisotropic failure criterion, based on the NGI-ADP model, in the upper bound limit analysis Discontinuity Layout Optimisation (DLO), and (ii) investigation the applicability of the advanced, rate-dependent, Creep-SCLAY1S model for analysing slope stability.

The result findings indicate that DLO is a most satisfactory alternative to the use of the NGI-ADP model in a Finite Element code, and a more robust alternative than Limit Equilibrium
Method. Furthermore, the second part of the study showed that while it is feasible to use a rate-dependent model for slopes, great care needs to be taken to the initialisation of the state variables, most notably the effective stress state in the sloping ground. The best results were obtained by approximately simulating the geological formation processes leading to a natural slope. The gravity increase method, instead of the strength reduction method, was required to quantify the slope stability. Consequently, the rate of increasing the gravity, i.e. the rate of loading, was shown to have a significant impact on the mobilised shear strength, thereby also the calculated stability. Overall, this thesis has contributed to the understanding of the transient coupled hydromechanical processes acting in a natural slope, and have shown that simplifications are necessary for practical applications.

constitutive modelling

mobilisation of shear strength

destructuration

slope stability

anisotropy

sensitive clay

rate dependence

SB-H5, Sven Hultins gata 6
Opponent: Prof. Steinar Nordal, Department of Civil and Environmental Engineering, Norwegian University of Science and Technology

Author

Carolina Sellin

Chalmers, Architecture and Civil Engineering, Geology and Geotechnics

On evaluating slope stability in sensitive clay -a comparison of methods through a case study

Proceedings of the 27th European Young Geotechnical Engineers Conference,;(2019)p. 249-254

Paper in proceeding

Sellin, C., Abed, A., Dijkstra, J., Karlsson, M., & Smith, C. C. Anisotropic strength in discontinuity layout optimisation for undrained slope stability analysis

Sellin, C., Karlsson, M., & Karstunen, M. Impact of rate-dependency on slope stability in sensitive clays

Slope stability assessment in sensitive clay with an advanced constitutive model

Proceedings of the 10th European Conference on Numerical Methods in Geotechnical Engineering,;(2023)

Paper in proceeding

The stability of natural slopes is a global problem, with the number of landslides and the associated socioeconomic losses increasing as a result of human activities and changed weather patterns. It is thus increasingly important to understand the behaviour of the soil within the slope to confidently assess the stability. For sensitive clays, abundant in the Western parts of Sweden, the soil response is known to be dependent on e.g. time, loading history and the amount of water.

The currently used methods for assessing the stability in sensitive clays, however, overly simplify the soil behaviour, which might lead to unnecessary stability-improving measures in some cases, whilst yet unforeseen risks in others. Meanwhile, advanced soil models for simulating sensitive clay behaviour have been developed for other types of geotechnical problems.

This thesis explores two recently available methods for analysing the stability of natural slopes in sensitive clays. The first method allows for improved analysis of slope stability in their current state. The second approach allows to include the (future) processes of flow and deformation, including the effect of state and time. The latter results highlight the importance of simulating the past loading history when using a time-dependent soil model. Overall, the results increase the understanding of the time-dependent hydromechanical processes acting in a natural slope. Yet, some simplifications may be necessary for practical applications.

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.

Effects of climate change on soft clay slopes

Swedish Transport Administration (2016/106280I D6366), 2017-01-01 -- 2020-04-30.

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

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

Effects of climate change on slope stability in sensitive clays

Formas (2016-00834), 2017-01-01 -- 2020-12-31.

Driving Forces

Sustainable development

Subject Categories

Geotechnical Engineering

ISBN

978-91-7905-906-4

Doktorsavhandlingar vid Chalmers tekniska högskola. Ny serie: 5372

Publisher

Chalmers

SB-H5, Sven Hultins gata 6

Online

Opponent: Prof. Steinar Nordal, Department of Civil and Environmental Engineering, Norwegian University of Science and Technology

More information

Latest update

8/18/2023