KP Li, YG Chen, WM Ye, Q Wang - Applied Clay Science, 2023 - Elsevier
During the construction of high-level radioactive waste disposal repository, bentonite-based materials (BM), as the preferred type of buffer materials, are usually pre-compacted into …
KQ Li, ZY Yin, N Zhang, J Li - Computers and Geotechnics, 2024 - Elsevier
Hydromechanical behaviour of unsaturated expansive soils is complex, and current constitutive models failed to accurately reproduce it. Different from conventional modelling …
This paper presents a simple approach to quantify the effect of initial soil density on the soil- water characteristic curve (SWCC) of unsaturated soils. This approach is based on an …
Y Gao, D Sun, Z Zhu, Y Xu - Acta geotechnica, 2019 - Springer
Many civil engineering projects are related to hydromechanical behavior of unsaturated soils over a wide suction range, which was investigated by imposing suctions on clayey silt …
D Sheng, AN Zhou - Canadian Geotechnical Journal, 2011 - cdnsciencepub.com
This paper presents an alternative method to couple the hydraulic component with the mechanical component in a constitutive model for unsaturated soils. Some pioneering work …
D Mašín - International Journal for Numerical and Analytical …, 2010 - Wiley Online Library
The paper presents an approach to predicting variation of a degree of saturation in unsaturated soils with void ratio and suction. The approach is based on the effective stress …
D Gallipoli - Géotechnique, 2012 - icevirtuallibrary.com
The paper presents a water retention model capable of predicting the hysteretic response of soils during both wetting–drying cycles at constant void ratio and compression–swelling …