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Load settlement behaviour of granular piles

Doctor of Philosophy / In this thesis an examination is made of the vibro-replacement technique for the stabilisation of cohesive soils. Improvement is achieved by the formation of stiffer columns of granular material within the soil deposit using a large cylindrical vibrator referred to as a vibroflot. Granular piles (also termed stone columns) are used either singly or in small groups to supoort isolated footings or large numbers are installed in a regular array to support widespread loads. Each of these modes of application are investigated.

Identiferoai:union.ndltd.org:ADTP/283320
Date January 1978
CreatorsBalaam, Nigel P
PublisherUniversity of Sydney., School of Civil Engineering
Source SetsAustraliasian Digital Theses Program
Detected LanguageEnglish
RightsThe author retains copyright of this thesis., http://www.library.usyd.edu.au/copyright.html

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