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SWELLING AND COMPRESSIBILITY CHARACTERISTICS OF SOIL - BENTONITE MIXTURES (2003)
The outcomes of this study can provide insight into the swelling and the compressibility behavior of soil - bentonite mixtures, between non-swelling materials and swelling materials. A simple swell and compression laboratory test has been conducted for the purposes of this study. The result of this study indicated that the existence of bentonite in the soil mixtures influence the swelling behavior, which follows a hyperbolic curve model.
Reference:
DIMENSI TEKNIK SIPIL VOL 5, NO. 2, September 2003: 93-98
DIMENSI TEKNIK SIPIL VOL 5, NO. 2, September 2003: 93-98
Organization:
Department of Civil and Environmental Engineering, Faculty of Engineering, University of Malaya,Kuala Lumpur Malaysia
Department of Civil and Environmental Engineering, Faculty of Engineering, University of Malaya,Kuala Lumpur Malaysia
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