Browsing by Author "Sheng, Daichao"
Now showing items 1-5 of 5
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A new modelling approach for unsaturated soils using independent stress variables
Sheng, Daichao; Fredlund, Delwyn G.; Gens Solé, Antonio (2008-04)
Article
Restricted access - publisher's policyAlthough a number of constitutive models for unsaturated soils exist in the literature, some fundamental questions have not been fully answered. There are questions related to (i) the change of the yield stress with soil ... -
From saturated to unsaturated conditions and vice versa
Lloret Cabot, Marti; Wheeler, Simon J.; Pineda Jiménez, Jubert Andrés; Romero Morales, Enrique Edgar; Sheng, Daichao (2018-02)
Article
Open AccessRepresenting transitions between saturated and unsaturated conditions, during drying, wetting and loading paths, is a necessary step for a consistent unification between saturated and unsaturated soil mechanics. Transitions ... -
Influence of soil microstructure on air permeability in compacted clay
Viet, Hoang Nguyen; Pineda Jiménez, Jubert Andrés; Romero Morales, Enrique Edgar; Sheng, Daichao (Thomas Telford, 2021-05)
Article
Open AccessThis paper describes an experimental study aimed at evaluating the influence of soil microstructure on air permeability in compacted clay. Air permeability measurements, estimated using the gas pressure decay method, were ... -
Shear strength degradation in claystones due to environmental effects
Pineda Jiménez, Jubert Andrés; Romero Morales, Enrique Edgar; De Gracia, Manuel; Sheng, Daichao (Thomas Telford, 2014-05)
Article
Restricted access - publisher's policyThis note explores the influence of environmental effects, as those induced by cyclic changes in relative humidity, on the degradation of the shear strength parameters in Lilla claystone, a low-porosity clayey rock from ... -
Volumetric behavior of unsaturated-reconstituted soils
Burton, G. J.; Sheng, Daichao; Romero Morales, Enrique Edgar (CRC Press, 2013)
Conference report
Restricted access - publisher's policyThe vast majority of unsaturated soil research is completed on compacted soils. Due to ease of laboratory testing, specimens are typically prepared dry of optimum and often with high void ratios (low dry density) to capture ...