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Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction

Dissertation (MEng (Geotechnical Engineering))--University of Pretoria, 2006.

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Other Authors: Visser, Alex T.
Format: Thesis
Published: University of Pretoria 2013
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access_status_str Open Access
author2 Visser, Alex T.
author_browse Visser, Alex T.
author_facet Visser, Alex T.
collection Thesis
dc_rights_str_mv © 2001, University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
description Dissertation (MEng (Geotechnical Engineering))--University of Pretoria, 2006.
format Thesis
id oai:repository.up.ac.za:2263/29942
institution University of Pretoria (South Africa)
last_indexed 2026-06-10T12:36:17.013Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository
publishDate 2013
publishDateRange 2013
publishDateSort 2013
publisher University of Pretoria
publisherStr University of Pretoria
record_format dspace
source_str UPSpace — University of Pretoria Institutional Repository
spelling oai:repository.up.ac.za:2263/29942 Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction Visser, Alex T. upetd@up.ac.za Rust, Eben Berry, Alan David Compacting roads Highway engineering UCTD Dissertation (MEng (Geotechnical Engineering))--University of Pretoria, 2006. Aubrey Berrangé, a South African roads engineer, invented the impact compactor in 1949 with the intention of achieving improved compaction to greater depths than possible with conventional equipment available at the time. The aim of this dissertation is to present a simple prediction model for the profile of improvement in the ground, using surface settlement as the main input parameter. The model is based on the information reviewed, observation of field data and a static numerical analysis. For simplicity sake, no attempt is made to predict the energy requirement to achieve the input value of settlement. The model is then verified on fifteen impact compaction profiles at six different sites. A 2 ton-meter dropping mass compactor was also used in the verification process with reasonable success. In addition, the model was tested against comprehensive testing performed at a dynamic compaction site with very promising results. The method is also shown to give acceptable results for prediction of density increase during a vibratory compaction trial. It is concluded that the improvement in the ground can be estimated with reasonable success if the surface settlement is monitored, providing strains are taken into account. Civil Engineering unrestricted 2013-09-07T17:19:43Z 2005-12-01 2013-09-07T17:19:43Z 2001-09-01 2006-12-01 2005-11-30 Dissertation Berry, AD 2001, Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction , MEng dissertation, University of Pretoria, Pretoria, viewed yymmdd < http://hdl.handle.net/2263/29942 > H274/ag http://hdl.handle.net/2263/29942 http://upetd.up.ac.za/thesis/available/etd-11302005-101411/ © 2001, University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria. application/pdf application/pdf application/pdf University of Pretoria
spellingShingle Compacting roads
Highway engineering
UCTD
Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
title Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
title_full Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
title_fullStr Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
title_full_unstemmed Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
title_short Development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
title_sort development of a volumetric strain influence ground improvement prediction model with special reference to impact compaction
topic Compacting roads
Highway engineering
UCTD
url http://hdl.handle.net/2263/29942
http://upetd.up.ac.za/thesis/available/etd-11302005-101411/