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Application of the random material point method to 3D slope failures.

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第一作者： Guido,Remmerswaal

第一单位： Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands.;Energy and Underground Infrastructure, Deltares, Delft, The Netherlands.

作者： Guido,Remmerswaal ^[1] ; Philip J,Vardon ^[2] ; Michael A,Hicks ^[2]

作者单位： Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands.;Energy and Underground Infrastructure, Deltares, Delft, The Netherlands. ^[1] Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, The Netherlands. ^[2]

关键词 Large deformations Random material point method (RMPM)Sensitive clays Three-dimensional (3D) slope failure

DOI 10.1007/s11440-025-02542-w

PMID 40502387

发布时间 2025-06-12

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Acta geotechnica

2025年20卷6期

2779-2797页

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Acta geotechnica

2025年20卷6期

2779-2797页

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Application of the random material point method to 3D slope failures.

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Application of the random material point method to 3D slope failures.

Acta geotechnica

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Acta geotechnica

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