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Published in 2017 at "International Journal of Civil Engineering"
DOI: 10.1007/s40999-017-0193-8
Abstract: Constitutive model for saturated cohesive soils based on the bounding surface plasticity notion with anisotropic hardening law is presented in the paper. The model predicts inelastic behaviour of overconsolidated cohesive soils. The projection centre is… read more here.
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Published in 2019 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2018.12.029
Abstract: Abstract This study investigates the strength and stress-strain relationship of jointed soft rocks using undrained triaxial compression testing. A bounding surface plasticity model considering overconsolidation and structural decay is proposed for jointed soft rocks. Specifically,… read more here.
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Published in 2019 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2019.02.015
Abstract: Abstract This paper presents a multishear bounding surface model for sands that considers evolving fabric anisotropy. The model is formulated by decomposing the overall response into a macro volumetric response and a set of spatially… read more here.
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Published in 2019 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2019.02.025
Abstract: Abstract This paper presents a bounding surface model to predict the hydromechanical behaviour of unsaturated soils under isotropic stress states. The model combines the hydraulic law of Gallipoli et al. [8] with the mechanical law… read more here.
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Published in 2025 at "Scientific Reports"
DOI: 10.1038/s41598-025-08151-7
Abstract: This study presents a unified constitutive model capable of simulating monotonic behaviour of clay and sand, incorporating a non-associated flow rule and critical state concept. The bounding surface approach has been used to anticipate a… read more here.
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Published in 2020 at "Canadian Geotechnical Journal"
DOI: 10.1139/cgj-2019-0841
Abstract: The paper examines the merit of a two surface plasticity model through an optimised calibration procedure and assesses the model performance in capturing the response at both element and system lev... read more here.
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Published in 2019 at "Environmental Geotechnics"
DOI: 10.1680/jenge.19.00060
Abstract: Gas hydrates are a very promising energy source, but its exploitation also faces some challenges in marine geotechnics. The dissociation and formation of hydrates can significantly change the mecha... read more here.
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Published in 2022 at "Materials"
DOI: 10.3390/ma15217609
Abstract: Many results from cyclic triaxial experiments indicate that porous media, such as clays, exhibit various long-term behaviours under different cyclic stress ratios (CSRs). These can be classified into three main categories, namely, cyclic shakedown, cyclic… read more here.