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European Journal of Environmental and Civil Engineering Volume 23, 2019 - Issue 9
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Original Articles

A new approach to interpret the mechanical behaviour of unsaturated soil using effective stress and degree of saturation

Wugang LiState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China
,
Qing YangState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, ChinaCorrespondence[email protected]
,
Yin WangState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China
&
Wenhua LiuState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China
Pages 1106-1124 | Received 29 Mar 2016, Accepted 18 May 2017, Published online: 04 Jul 2017

Citations (4)

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Read on this site (3)

Maziyar Abdi, Mohammad Maleki & Erfan Chali. (2023) Investigation of the critical state behavior of unsaturated silty sand with different fine contents in terms of net and effective stresses. European Journal of Environmental and Civil Engineering 0:0, pages 1-22.
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Ali Murtaza Rasool & Jiro Kuwano. (2022) Effect of wetting stress paths on mechanical behavior and instability of unsaturated soil in stress state space. European Journal of Environmental and Civil Engineering 26:16, pages 8346-8365.
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Wenhua Liu, Qing Yang & Xiuli Sun. (2020) Hydro-mechanical constitutive model for overconsolidated unsaturated soils. European Journal of Environmental and Civil Engineering 24:11, pages 1802-1820.
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Articles from other publishers (1)

Guangchang Yang, Yang Liu & Peipei Chen. (2020) Modeling the Hydro-Mechanical Coupling Behavior of Unsaturated Geotechnical Materials Based on Non-Equilibrium Thermodynamic Theory. Applied Sciences 10:16, pages 5668.
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