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008			201111t2 2 m ab||fram|| 000 0 eng d
020			_aTHE0008976(Local) _qhardback
040			_aUMP _beng _cUMP _erda
090			_aFKASA .I998 2019 r Bc.
100	0		_aAhmad Izzat Asyraf Yusof, _eauthor.
245	1	4	_aThe effectiveness of gabion type retaining wall made of tire buffer to mitigate slope failure / _cAhmad Izzat Asyraf Yusof
264		1	_aKuantan, Pahang : _bUMP, _c2019
264		4	_c© 2019
300			_axiii, 75 pages : _billustrations, maps (some color) ; _c30 cm. + _e1 CD-ROM
336			_atext _2rdacontent
336			_atext _2rdacontent
337			_aunmediated _2rdamedia
337			_acomputer _2rdamedia
338			_avolume _2rdacarrier
338			_acomputer disc _2rdacarrier
347			_atext file _bPDF _2rda
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504			_aIncludes bibliographical references
520	3		_aRetaining wall is one of the way to prevent slope failure. There are many type of retaining wall that have been used. One of them is gabion type retaining wall. Gabion wall is proven as an effective structure to ensure slope stability. In this study, the gabion wall was made from mixture of gravel and tire buffer to study the potential of its usage. The main objective of this study is to replace the gravel in gabion wall with tire buffer. This study used various slope angles which was 30º, 45º and 60º to find the critical angle due effect of precipitation. This study also analyse the effectiveness of slope treatment using gabion wall replace with various proportion of 0%, 20%, 50%, 80% and 100% of tires buffer in term of volume. Slope simulator model in scale 1:20 have been constructed and gabion wall were used to sustain the slope model consist of sand with 60º of critical angle. Moderate rain intensity (13mm/hour) was subjected on the slope and transducer reading that recording the displacement of gabion wall was taken. The result shows that the displacement between of gabion wall with 20% of tire buffer and 100% gravel has a huge difference in resisting slope. Therefore tire buffer is not effective to use as alternative material for gravel in constructing of gabion wall due the large difference of displacement. Therefore, further study need to be constructed to studies the potential of the tire buffer to be utilize in gabion wall in future.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and colleges _xDissertations
650		0	_aTheses
942			_2lcc _cPSM