Duplicate Testing Conducted On The Input Parameters For The Estimation Of Potential Expansiveness Of Clay

dc.contributor.author	Badenhorst, Wessel
dc.contributor.author	Theron, Elizabeth
dc.contributor.author	Stott, Philip
dc.date.accessioned	2020-02-10T07:43:41Z
dc.date.available	2020-02-10T07:43:41Z
dc.date.issued	2015-04
dc.identifier.isbn	978-9938-12-936-6
dc.identifier.uri	http://hdl.handle.net/11462/2036
dc.description	Conference: 16Th African Regional Conference on Soil Mechanics and Geotechnical Engineering, At unisia, Volume: Innovative Geotechnics for Africa - Bouassida, Khemakhem & Haffoudhi (Eds.) 2015	en_US
dc.description.abstract	This paper presents a study conducted on three active clay soils analysed at seven commercial laboratories in South Africa. Commercial test results are often used as input parameters for prediction models used to estimate potential heave expected from active clays, especially when designing foundations for light structures. This paper briefly looks at the typical results obtained from such laboratories and comments on the correlation achieved.	en_US
dc.language.iso	en	en_US
dc.publisher	Innovative Geotechnics for Africa - Bouassida, Khemakhem & Haffoudhi	en_US
dc.title	Duplicate Testing Conducted On The Input Parameters For The Estimation Of Potential Expansiveness Of Clay	en_US
dc.type	Other	en_US