首页|Multistate transition and coupled solid-liquid modeling of motion process of long-runout landslide

Multistate transition and coupled solid-liquid modeling of motion process of long-runout landslide

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The recognition,repetition and prediction of the post-failure motion process of long-runout landslides are key scientific problems in the prevention and mitigation of geological disasters.In this study,a new numerical method involving LPF3D based on a multialgorithm and multiconstitutive model was proposed to simulate long-runout landslides with high precision and efficiency.The following results were ob-tained:(a)The motion process of landslides showed a steric effect with mobility,including gradual disintegration and spreading.The sliding mass can be divided into three states(dense,dilute and ultradilute)in the motion process,which can be solved by three dynamic regimes(friction,collision,and inertial);(b)Coupling simulation between the solid grain and liquid phases was achieved,focusing on drag force influences;(c)Different algorithms and constitutive models were employed in phase-state simulations.The volume fraction is an important indicator to distinguish different state types and solid-liquid ratios.The flume experimental results were favorably validated against long-runout land-slide case data;and(d)In this method,matched dynamic numerical modeling was developed to better capture the realistic motion process of long-runout landslides,and the advantages of continuum media and discrete media were combined to improve the computational accuracy and efficiency.This new method can reflect the realistic physical and mechanical processes in long-runout landslide motion and provide a suitable method for risk assessment and pre-failure prediction.

Long-runout landslideMultistate transitionMixed solid-liquid flowPost-failure processNumerical simulation

Yang Gao、Yueping Yin、Bin Li、Han Zhang、Weile Wu、Haoyuan Gao

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Institute of Geomechanics,Chinese Academy of Geological Sciences,China Geological Survey,Beijing,100081,China

Key Laboratory of Active Tectonics and Geological Safety,Ministry of Natural Resources,Beijing,100081,China

China Institute of Geological Environment Monitoring,China Geological Survey,Beijing,100081,China

School of Geological Engineering and Geomatics,Chang'an University,Xi'an,710054,China

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National Science Foundation of ChinaChina Geological Survey Project

42177172DD20230538

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(7)