Repeated loading of fine grained soils for pavement design

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Repeated loading of fine grained soils for pavement design

The primary aim of this research was to investigate the behaviour of a clay subjected to a loading regime similar to that experienced by a road subgrade under traffic loading in Great Britain. The material used was Keuper Marl. The samples were anisotropically consolidated in a triaxial apparatus fr...

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Bibliographic Details
Main Author:	Loach, Simon C.
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	1987
Subjects:	Soil loading tests Shear strength of soils
Online Access:	https://eprints.nottingham.ac.uk/13693/

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