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The measurement of ground improvement using the continuous surface wave method

Dissertation (MSc)--University of Pretoria, 2006.

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Other Authors: Heymann, Gerhard
Format: Thesis
Published: University of Pretoria 2013
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access_status_str Open Access
author2 Heymann, Gerhard
author_browse Heymann, Gerhard
author_facet Heymann, Gerhard
collection Thesis
dc_rights_str_mv © 2003, 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 (MSc)--University of Pretoria, 2006.
format Thesis
id oai:repository.up.ac.za:2263/24310
institution University of Pretoria (South Africa)
last_indexed 2026-06-10T12:38:13.749Z
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:2263/24310 The measurement of ground improvement using the continuous surface wave method Heymann, Gerhard Venter, Julian Soil profiles testing Seismic waves Engineering geology UCTD Dissertation (MSc)--University of Pretoria, 2006. Seismic wave testing has become increasingly popular in site investigation. This is due to the fact that the principles involved are becoming more accepted and that the equipment are becoming more available and reliable. This dissertation presents the required theory behind one seismic test in particular, the Continuous Surface Wave (CSW) method of seismic testing. The attributes of seismic testing are presented along with a summary of various testing methods. The dissertation also demonstrates that the author developed his own system for completing this test and demonstrated that he successfully used it to measure the stiffness of two soil profiles. The author compared the stiffness as measured using the CSW method with the strength as measured using the Dynamic Cone Penetrometer (DCP) for two soil profiles, and the in situ profile was compared to a compacted profile. The author demonstrated that the in situ profile had a higher stiffness than the same soil after it was thoroughly compacted and that the DCP results concur. This was caused by the in situ profile being structured and the compacted profile not. Civil Engineering MSc Unrestricted 2013-09-06T17:09:27Z 2005-05-18 2013-09-06T17:09:27Z 2004-04-22 2006-05-18 2005-05-04 Dissertation Venter, J 2006-05-18, The measurement of ground improvement using the continuous surface wave method, MSc Dissertation, University of Pretoria, Pretoria, viewed yymmdd <http://hdl.handle.net/2263/24310> H688/ag http://hdl.handle.net/2263/24310 http://upetd.up.ac.za/thesis/available/etd-05042005-133305/ © 2003, 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 Soil profiles testing
Seismic waves
Engineering geology
UCTD
The measurement of ground improvement using the continuous surface wave method
title The measurement of ground improvement using the continuous surface wave method
title_full The measurement of ground improvement using the continuous surface wave method
title_fullStr The measurement of ground improvement using the continuous surface wave method
title_full_unstemmed The measurement of ground improvement using the continuous surface wave method
title_short The measurement of ground improvement using the continuous surface wave method
title_sort measurement of ground improvement using the continuous surface wave method
topic Soil profiles testing
Seismic waves
Engineering geology
UCTD
url http://hdl.handle.net/2263/24310
http://upetd.up.ac.za/thesis/available/etd-05042005-133305/