Kehao Chen

Sep 10, 2024 | onlinelibrary.wiley.com | Kehao Chen |Rui Pang |Bin Xu |Xingliang Wang

Graphical Abstract The cover image is based on the article Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation by Kehao Chen et al., https://doi.org/10.1002/nag.3803.

Jul 3, 2024 | onlinelibrary.wiley.com | Kehao Chen |Rui Pang |Bin Xu |Xingliang Wang

REFERENCES 1, , , . Mechanical behaviour of piled-raft foundations subjected to high-speed train loading. Soils Found. 2016; 56: 1035-1054. doi:10.1016/j.sandf.2016.11.008 2, , , , , . A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope. Comput Geotech. 2023; 162:105657. doi:10.1016/j.compgeo.2023.105657 3, , , The dilatant behaviour of overconsolidated clays. Proc., Third Int. Symp. on Deformation Characteristics of Geomaterials, A. A.