A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation

Yufei Wang; CD O'Loughlin; Z Zhou; C Gaudin

doi:10.1139/cgj-2022-0331

A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation

Yufei Wang, CD O'Loughlin, Z Zhou, C Gaudin

Research output: Contribution to journal › Article › peer-review

Original language	English
Pages (from-to)	1801-1818
Number of pages	18
Journal	Canadian Geotechnical Journal
Volume	61
Issue number	9
Early online date	1 May 2024
DOIs	https://doi.org/10.1139/cgj-2022-0331
Publication status	Published - Sept 2024

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title = "A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation",

keywords = "Clay, Consolidation, Cyclic loading, Effective stress framework, Large-deformation finite element modelling, Whole-life soil strength",

author = "Yufei Wang and CD O'Loughlin and Z Zhou and C Gaudin",

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KW - Large-deformation finite element modelling

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A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation

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