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UH model: three-dimensional unified hardening model for overconsolidated clays

โœ Scribed by Hou, W.; Zhou, A.-N.; Yao, Y.-P.

Book ID
126500417
Publisher
Thomas Telford
Year
2009
Tongue
English
Weight
593 KB
Volume
59
Category
Article
ISSN
0016-8505

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A unified constitutive model for both cl
A unified constitutive model for both clay and sand with hardening parameter independent on stress path
โœ Y.P. Yao; D.A. Sun; H. Matsuoka ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 321 KB

A unified constitutive model for both clay and sand under three-dimensional stress conditions is derived from the modified Cam-clay model, by taking the following two points into consideration. First, a transformed stress tensor based on the SMP (spatially mobilized plane) criterion is applied to th