首页|Numerical analysis of downward progressive landslides in long natural slopes with sensitive clay

Numerical analysis of downward progressive landslides in long natural slopes with sensitive clay

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Landslides occurring in sensitive clay often result in widespread destruction,posing a significant risk to human lives and property due to the substantial decrease in undrained shear strength during defor-mation.Assessing the consequences of these landslides is challenging and necessitates robust numerical methods to comprehensively investigate their failure mechanisms.While studies have extensively explored upward progressive landslides in sensitive clays,understanding downward progressive cases remains limited.In this study,we utilised the nodal integration-based particle finite element method(N-PFEM)with a nonlinear strain-softening model to analyse downward progressive landslides in sensitive clay on elongated slopes,induced by surcharge loads near the crest.We focused on elucidating the underlying failure mechanisms and evaluating the effects of different soil parameters and strain-softening characteristics.The simulation results revealed the typical pattern for downward landslides,which typically start with a localised failure in proximity to the surcharge loads,followed by a combi-nation of different types of failure mechanisms,including single flow slides,translational progressive landslides,progressive flow slides,and spread failures.Additionally,inclined shear bands occur within spread failures,often adopting distinctive ploughing patterns characterised by triangular shapes.The sensitive clay thickness at the base,the clay strength gradient,the sensitivity,and the softening rate significantly influence the failure mechanisms and the extent of diffused displacement.Remarkably,some of these effects mirror those observed in upward progressive landslides,underscoring the inter-connectedness of these phenomena.This study contributes valuable insights into the complex dynamics of sensitive clay landslides,shedding light on the intricate interplay of factors governing their behaviour and progression.

Sensitive clay landslidesLong natural slopesTranslational progressive failureFlow slidesSpreadNodal integration-based particle finiteelement method(N-PFEM)

Yujia Zhang、Xue Zhang、Xifan Li、Aindra Lingden、Jingjing Meng

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Department of Civil and Environmental Engineering,University of Liverpool,Liverpool,UK

Department of Civil,Environmental and Natural Resources Engineering,Luleå University of Technology,Lulea,Sweden

UK Engineering and Physical Sciences Research Council

EP/V012169/1

2024

岩石力学与岩土工程学报(英文版)
中国科学院武汉岩土力学所中国岩石力学与工程学会武汉大学

岩石力学与岩土工程学报(英文版)

CSTPCD
影响因子:0.404
ISSN:1674-7755
年,卷(期):2024.16(10)