$Behaviour of stiff clayey soils using fracture mechanics approach$
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Behaviour of stiff clayey soils using fracture mechanics approach

Most of the conventional elastic plastic models of soils are based on continuum mechanics, however, for stiff, hard soils and soft rocks discontinuities develop under load, and since the models assume continuity, they would cease to apply. These discontinuities had not been accounted for in the cont...

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Bibliographic Details
Main Author:	Fauziah, Miftahul
Format:	Thesis
Language:	English
Published:	Curtin University 2009
Subjects:	soft rocks hard soils continuum-based elastic plastic models saturated clay fracture mechanical theory stiff biaxial device shear band localization
Online Access:	http://hdl.handle.net/20.500.11937/964

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