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Title: | Volume change begaviour of Banting clay bt the concept of effective stress and shear strength interaction |
Authors: | Syahmizzi Ifwat, Azharnim Mohd Jamaludin, Md. Noor syahmizzi.azharnim@minconsult.com mohdjamaludinmdnoor@yahoo.com |
Issue Date: | Dec-2019 |
Publisher: | The Institution of Engineers, Malaysia (IEM) |
Citation: | The Journal of the Institution of Engineers, Malaysia, vol.80 (2), 2019, pages 22-26 |
Abstract: | Effective stress and shear strength interaction which the stress – strain curves and mobilised shear strength envelope explained the actual volume change behaviour of the soils. The interaction that useful in prediction of stress – strain curves and unique relationship between Effective Mobilised Minimum Friction Angle and Axial Strain is important to predict the settlement at any effective stresses include the effective stress that not conducted in laboratory test. Consolidated drained triaxial test is conducted for saturated Banting CLAY and the volume change behaviour of Banting CLAY is presented from the concept of effective stress and shear strength interaction with the establishment of unique relationship between effective mobilised minimum friction angle with respect to axial strain and prediction of stress – strain curves for the saturated Banting CLAY. |
URI: | https://www.myiem.org.my/ http://dspace.unimap.edu.my:80/xmlui/handle/123456789/80140 |
ISSN: | 0126-513x |
Appears in Collections: | IEM Journal |
Files in This Item:
File | Description | Size | Format | |
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IEM Vol.80 No.2 Dec 2019 Paper 2.pdf | Main article | 355.1 kB | Adobe PDF | View/Open |
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