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Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

Pedram Fardad Amini, Jun Yang

Geotechnique (2025) 75 (1): 111–124.

https://doi.org/10.1680/jgeot.23.00100

Published: 15 January 2025

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Journal Articles

Behaviour of sand under the constant shear drained stress path: the role of fines

Quanyang Dong, Jun Yang

Geotechnique (2025) 75 (8): 969–981.

https://doi.org/10.1680/jgeot.24.00008

Published: 11 November 2024

View article titled, Behaviour of sand under the constant shear drained stress path: the role of fines

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Journal Articles

Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

Pedram Fardad Amini, Jun Yang, Fausto Molina-Gómez, Rubén Galindo

Geotechnique (2025) 75 (10): 1368–1369.

https://doi.org/10.1680/jgeot.24.00101

Published: 16 August 2024

View article titled, Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

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Journal Articles

Small-strain shear modulus of silty sands: the role of sample preparation method

Yutang Chen, Jun Yang

Geotechnique (2024) 74 (4): 367–382.

https://doi.org/10.1680/jgeot.23.00031

Published: 06 December 2023

View article titled, Small-strain shear modulus of silty sands: the role of sample preparation method

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Journal Articles

Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings

Guoxing Chen, Ke Liang, Kai Zhao, Jun Yang

Geotechnique (2024) 74 (2): 116–133.

https://doi.org/10.1680/jgeot.21.00181

Published: 25 May 2022

View article titled, Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings

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Journal Articles

Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective

Xiao Wei, Jun Yang

Geotechnique (2023) 73 (4): 323–336.

https://doi.org/10.1680/jgeot.21.00145

Published: 17 November 2021

View article titled, Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective

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Journal Articles

Critical state of polymer-coated sands

Deyun Liu, Sérgio D. N. Lourenço, Jun Yang, Zheng Zhou, Anthony K. Leung

Geotechnique (2020) 70 (9): 839–841.

https://doi.org/10.1680/jgeot.19.D.001

Published: 01 September 2020

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Journal Articles

Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation

Guoxing Chen, Qi Wu, Zhenglong Zhou, Weijia Ma, Weiyun Chen, Sara Khoshnevisan, Jun Yang

Geotechnique (2020) 70 (4): 317–331.

https://doi.org/10.1680/jgeot.18.P.180

Published: 05 April 2019

View article titled, Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation

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Journal Articles

Critical state of polymer-coated sands

Deyun Liu, Sérgio D. N. Lourenço, Jun Yang

Geotechnique (2019) 69 (9): 841–846.

https://doi.org/10.1680/jgeot.18.P.015

Published: 27 November 2018

View article titled, Critical state of polymer-coated sands

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Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

Behaviour of sand under the constant shear drained stress path: the role of fines

Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

Small-strain shear modulus of silty sands: the role of sample preparation method

Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings

Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective

Critical state of polymer-coated sands

Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation

Critical state of polymer-coated sands

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