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Refinado por: assunto: Clay remover assunto: Engineering, Geological remover Nome da Publicação: International Journal For Numerical And Analytical Methods In Geomechanics remover
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Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model
Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model
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Rheological consolidation analysis of saturated clay ground under cyclic loading based on the fractional order Kelvin model

Wang, Lian ; Chen, Hui ; Liu, Shengwei ; Yu, Yunyan

International journal for numerical and analytical methods in geomechanics, 2024-05, Vol.48 (7), p.1814-1832 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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2
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition
General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition
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General analytical solutions for one‐dimensional nonlinear consolidation of saturated clay under non‐isothermal distribution condition

Li, Jiangshan ; Jiang, Wenhao ; Ge, Shangqi ; Chen, Xiaohui ; Chen, Xin ; Liu, Lei

International journal for numerical and analytical methods in geomechanics, 2022-07, Vol.46 (10), p.1811-1830 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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3
Characterization and constitutive modeling of red clay contaminated with ammonium carbonate
Characterization and constitutive modeling of red clay contaminated with ammonium carbonate
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Characterization and constitutive modeling of red clay contaminated with ammonium carbonate

Li, Shanmei ; Riad, Beshoy ; Zhang, Xiong ; Liu, Zhikui

International journal for numerical and analytical methods in geomechanics, 2020-12, Vol.44 (17), p.2329-2357 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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4
A fully coupled elastic-plastic hydromechanical model for compacted soils accounting for clay activity
A fully coupled elastic-plastic hydromechanical model for compacted soils accounting for clay activity
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A fully coupled elastic-plastic hydromechanical model for compacted soils accounting for clay activity

Vecchia, Gabriele Della ; Romero, Enrique

International journal for numerical and analytical methods in geomechanics, 2013-04, Vol.37 (5), p.503-535 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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5
Revisiting undrained cavity expansion problem in critical state soils: A simple graph‐based approach
Revisiting undrained cavity expansion problem in critical state soils: A simple graph‐based approach
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Revisiting undrained cavity expansion problem in critical state soils: A simple graph‐based approach

Wang, Xu ; Chen, Shengli

International journal for numerical and analytical methods in geomechanics, 2022-08, Vol.46 (12), p.2356-2374 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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6
Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation
Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation
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Freezing‐induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation

Yin, Qing ; Andò, Edward ; Viggiani, Gioacchino ; Sun, WaiChing

International journal for numerical and analytical methods in geomechanics, 2022-08, Vol.46 (11), p.2087-2114 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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7
Influence of length effect on embankment slope reliability in 3D
Influence of length effect on embankment slope reliability in 3D
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Influence of length effect on embankment slope reliability in 3D

Felix, Darve ; Hicks, Michael A. ; Li, Yajun Felix, Darve

International journal for numerical and analytical methods in geomechanics, 2018-05, Vol.42 (7), p.891-915 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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8
Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application
Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application
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Analytical solution for consolidation of sand‐filled nodular pile (SFNP) foundation and its engineering application

Wu, Juntao ; Sun, Fan ; El Naggar, M Hesham ; Zhao, Shuang ; Wang, Kuihua

International journal for numerical and analytical methods in geomechanics, 2022-12, Vol.46 (17), p.3236-3255 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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9
Analysis of dynamic spherical cavity expansion in undrained modified Cam Clay soil
Analysis of dynamic spherical cavity expansion in undrained modified Cam Clay soil
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Analysis of dynamic spherical cavity expansion in undrained modified Cam Clay soil

Zhou, Hang ; Liu, Hanlong ; Li, Yingzhen

International journal for numerical and analytical methods in geomechanics, 2019-06, Vol.43 (9), p.1686-1703 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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10
Numerical modelling of desiccation cracking
Numerical modelling of desiccation cracking
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Numerical modelling of desiccation cracking

Amarasiri, Aruna L. ; Kodikara, Jayantha K. ; Costa, Susanga

International journal for numerical and analytical methods in geomechanics, 2011-01, Vol.35 (1), p.82-96 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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