Centrifuge modelling of piled embankments

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Centrifuge modelling of piled embankments

It is becoming increasingly necessary to construct on land that was previously considered inappropriate for construction, such as soft clay. The properties of soft clay make it highly compressible and low in shear strength, meaning that bearing capacity failure and excessive settlement are of concer...

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Bibliographic Details
Main Author:	Aslam, Raveed
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2008
Subjects:	Testing of piled embankments Reinforced piled embankments Geotextile reinforcement Ground reaction curve Arching
Online Access:	https://eprints.nottingham.ac.uk/12399/

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