Coupled hydro-mechanical model for partially saturated soils predicting small strain stiffness |
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| Institution: | 1. School of Engineering, The University of Newcastle, Callaghan, 2308 NSW, Australia;2. ARC Centre of Excellence for Geotechnical Science and Engineering, School of Engineering, The University of Newcastle, Callaghan, 2308 NSW, Australia;3. School of Civil Engineering, University of Sydney, Sydney, NSW 2006, Australia |
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| Abstract: | In the paper, we present newly developed hydro-mechanical hypoplastic model for partially saturated soils predicting small strain stiffness. Hysteretic void ratio dependent water retention model has been incorporated into the existing hypoplastic model. This required thorough revision of the model structure to allow for the hydro-mechanical coupling dependencies. The model is formulated in terms of degree of saturation, rather than of suction. Subsequently, the small strain stiffness effects were incorporated using the intergranular strain concept modified for unsaturated conditions. New features included degree of saturation-dependent size of the elastic range and an updated evolution equation for the intergranular strain. The model has been evaluated using two comprehensive data sets on completely decomposed tuff from Hong-Kong and Zenos Kaolin from Iran. It has been shown that the modified intergranular strain formulation coupled with the hysteretic water retention model correctly reproduces the effects of both the stress and suction histories on small strain stiffness evolution. The model can correctly predict also different other aspects of partially saturated soil behaviour, starting from the very small strain range up to the asymptotic large-strain response. |
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| Keywords: | Partial saturation Hydro-mechanical coupling Hypoplasticity Small strain stiffness Degree of saturation |
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