Analysis of liquid-vapor mixed migration mechanism in unsaturated soil based on the effect of temperature on soil microstructure. [PDF]
Zhang J, Mao X.
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Combined Influences of Water Content and Coarse Grain Content on Shear Strength of Unsaturated Soil Mixture. [PDF]
Su Y, Han B, Duan J, Zhao F.
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Experimental study on moisture and heat migration and deformation properties of unsaturated soil column under a temperature gradient during rainfall infiltration. [PDF]
Zhang C, Liu E.
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Soil trenching is extensively used in geotechnical, mining, tunneling and geo-environmental infrastructures. Safe height and stand-up time are two key factors that are required for the rational design of soil trenches.
Oh Won Taek +3 more
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The Technical Challenges for Applying Unsaturated Soil Sensors to Conduct Laboratory-Scale Seepage Experiments. [PDF]
Yan G +4 more
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Modelling the Thermo-plasticity of Unsaturated Soils
This paper presents a highly-coupled thermo-plasticity model for unsaturated soils. The effect of temperature on the mechanics of unsaturated soils is briefly addressed. Then the equations of the developed model, so-called ACMEG-TS, are detailed. Finally, the model is validated by the means of comparisons with experiments.
François, Bertrand, Laloui, L.
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Study of Overprotective-Polarization of Steel Subjected to Cathodic Protection in Unsaturated Soil. [PDF]
Mahlobo MGR +4 more
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This general report summarises the contributions on unsaturated soil mechanics submitted to the Discussion Session of TC106 – Unsaturated soils –at the 18th International Conference on Soil Mechanics and Geotechnical Engineering held in Paris in September 2013.
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Electrical resistivity can be used to identify geotechnical parameters such as water content, liquid limit, plastic limit and unit weight. It is known that the hydraulic conductivity values can be predicted based on soil properties, so that should be ...
Runi Asmaranto +2 more
doaj
Estimation of the shear modulus of unsaturated soils using the capillary model
The shear modulus is a fundamental parameter for evaluating soil deformation and stiffness. It is influenced by various factors, including void ratio, confining pressure, soil type, and soil suction (or degree of saturation).
Zhiming Wang +8 more
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