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Refinado por: Nome da Publicação: International Journal For Numerical And Analytical Methods In Geomechanics remover
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Plane‐strain model for large strain consolidation induced by vacuum‐assisted prefabricated horizontal drains
Plane‐strain model for large strain consolidation induced by vacuum‐assisted prefabricated horizontal drains
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Plane‐strain model for large strain consolidation induced by vacuum‐assisted prefabricated horizontal drains

Song, Ding‐Bao ; Pu, He‐Fu ; Yin, Zhen‐Yu ; Min, Ming ; Qiu, Jin‐Wei

International journal for numerical and analytical methods in geomechanics, 2023-07, Vol.47 (10), p.1911-1935 [Periódico revisado por pares]

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2
A novel unresolved/semi‐resolved CFD‐DEM coupling method with dynamic unstructured mesh
A novel unresolved/semi‐resolved CFD‐DEM coupling method with dynamic unstructured mesh
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A novel unresolved/semi‐resolved CFD‐DEM coupling method with dynamic unstructured mesh

He, Jin‐Hui ; Li, Ming‐Guang ; Chen, Jin‐Jian

International journal for numerical and analytical methods in geomechanics, 2024-05, Vol.48 (7), p.1774-1796 [Periódico revisado por pares]

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3
Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load
Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load
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Solutions for one‐dimensional consolidation of unsaturated soil with general boundary conditions subjected to time‐dependent load

Niu, Jiajun ; Ling, Daosheng ; Zhu, Song ; Gong, Shilin ; Shan, Zhendong

International journal for numerical and analytical methods in geomechanics, 2021-08, Vol.45 (11), p.1664-1680 [Periódico revisado por pares]

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4
Analytical solution to axisymmetric consolidation of unsaturated soil stratum under equal strain condition incorporating smear effects
Analytical solution to axisymmetric consolidation of unsaturated soil stratum under equal strain condition incorporating smear effects
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Analytical solution to axisymmetric consolidation of unsaturated soil stratum under equal strain condition incorporating smear effects

Ho, Liem ; Fatahi, Behzad

International journal for numerical and analytical methods in geomechanics, 2018-10, Vol.42 (15), p.1890-1913 [Periódico revisado por pares]

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5
An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil
An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil
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An explicit one‐dimensional consolidation solution with semi‐permeable drainage boundary for unsaturated soil

Zhao, Xudong ; Ng, Charles W. W. ; Zhang, Shuai ; Ni, Junjun ; Zhou, Chao

International journal for numerical and analytical methods in geomechanics, 2020-11, Vol.44 (16), p.2241-2253 [Periódico revisado por pares]

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6
Semi‐analytical solutions of two‐dimensional plane strain consolidation in unsaturated soils subjected to the lateral semipermeable drainage boundary
Semi‐analytical solutions of two‐dimensional plane strain consolidation in unsaturated soils subjected to the lateral semipermeable drainage boundary
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Semi‐analytical solutions of two‐dimensional plane strain consolidation in unsaturated soils subjected to the lateral semipermeable drainage boundary

Wang, Lei ; Xu, Yongfu ; Xia, Xiaohe ; He, Yuelei

International journal for numerical and analytical methods in geomechanics, 2019-12, Vol.43 (17), p.2628-2651 [Periódico revisado por pares]

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7
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]

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8
A closed form analytical solution for two-dimensional plane strain consolidation of unsaturated soil stratum
A closed form analytical solution for two-dimensional plane strain consolidation of unsaturated soil stratum
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A closed form analytical solution for two-dimensional plane strain consolidation of unsaturated soil stratum

Ho, L. ; Fatahi, B. ; Khabbaz, H.

International journal for numerical and analytical methods in geomechanics, 2015-10, Vol.39 (15), p.1665-1692 [Periódico revisado por pares]

Bognor Regis: Blackwell Publishing Ltd

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9
Analytical solution for one-dimensional consolidation of unsaturated soils using eigenfunction expansion method
Analytical solution for one-dimensional consolidation of unsaturated soils using eigenfunction expansion method
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Analytical solution for one-dimensional consolidation of unsaturated soils using eigenfunction expansion method

Ho, L. ; Fatahi, B. ; Khabbaz, H.

International journal for numerical and analytical methods in geomechanics, 2014-07, Vol.38 (10), p.1058-1077 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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10
A simple analytical solution to one-dimensional consolidation for unsaturated soils
A simple analytical solution to one-dimensional consolidation for unsaturated soils
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A simple analytical solution to one-dimensional consolidation for unsaturated soils

Zhou, Wan-Huan ; Zhao, Lin-Shuang ; Li, Xi-Bin

International journal for numerical and analytical methods in geomechanics, 2014-06, Vol.38 (8), p.794-810 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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