Abdullah, Rini Asnida (2006) A study on stress-strain behaviour of granite and sandstone using closed-circuit servo-controlled testing machine. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
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The objective of this study is to adopt a fundamental approach towards understanding the behaviour of granite and sandstone under uniaxial compression. The study is based on the complete stress-strain curve that represents the rock deformation under loading at a constant strain rate. Indeed, the complete stress-strain curve covers the behaviour of rock both at pre- and post-peak failure phases. To obtain the curve, the compression test need to be carried out using closed-circuit servo-controlled testing machine, or machine of high stiffness. In this study, a series of unaxial compressive tests on samples of granite and sandstone were undertaken using 3000 kN Tinius Olsen servo-controlled testing machine. Based on the complete stress-strain curves obtained, the deformation behaviour for both rock types are compared. Parameters being compared include peak strength, strain at failure and deformational behaviour at pre- and post-peak stages. Study on post failure behaviour of rock is particularly important in designing excavation, where rock materials may have been highly fractured or display certain degree of failure.
|Item Type:||Thesis (Masters)|
|Additional Information:||Thesis (Master of Engineering (Civil - Geotechnices)) - Universiti Teknologi Malaysia, 2006|
|Uncontrolled Keywords:||Granite; Sandstone; Unaxial compressive; behaviour of rock|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Deposited By:||Kamariah Mohamed Jong|
|Deposited On:||13 Feb 2007 07:56|
|Last Modified:||24 Oct 2013 01:01|
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