000			02733ntm a2200277 a 4500
001			vtls000102709
003			KUKTEM
005			20251117113344.0
008			180108t2017 my a f a m 000 0 eng d
020			_aTHE0000261(Local)
039		9	_a201905141533 _bnazirah _y201801081632 _zfateeha
040			_aUMP
090			_aFKASA .A44 2017 r Bc.
100	0		_aAmelia Victor Dass
245	1	0	_aCrushing impact on liquefaction of various sand soil in Kuantan / _cAmelia Victor Dass
260			_aKuantan, Pahang : _bUMP, _c2017
300			_axii, 58 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM
500			_aFaculty of Civil Engineering and Earth Resources
502			_aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017
504			_aBibliography : p. 45-46
520	3		_aSoil particle breakage is one of the mechanism that govern the behaviour of the soil by altering its grain size distribution, particle shape, void ratio and many other aspects. Granular soil associated with phenomenon such as pile driving experience loading which may cause particle breakage when the loading reaches certain degree. Parallel to soil particle breakage, the physical properties of soil are disturbed which affects the liquefaction resistance of soil. The damage and human casualties caused by liquefaction highlights the importance of analysing soil’s potential to liquefy. As sand soil is the most liquefiable soil among all the classes of soil, it is therefore relevant to study the liquefaction resistance of the soil after it has been crushed, in other word, to study the liquefaction potential of sand soil. The objective of this research is to study the impact of crushing on liquefaction of various sand soil from different locations along the coastal area of East Coast of Peninsular Malaysia. The soil samples were crushed using an automated compactor using fixed numbers of blows to keep constant the level of crushing impact. The soil samples were analysed using a series of test which comprised of sieve analysis test, specific gravity test and relative density test where the physical properties of the soil were studied. These tests were done twice; before and after crushing of sand soil. Few parameters such as Crushing Index were calculated from the changes in particle size distribution. Based on the test results, there is a correlation between the particle breakage due to crushing and its liquefaction potential.
610	2	0	_aFaculty of Civil Engineering and Earth Resources _xDissertations
650		0	_aUniversities and Colleges _xDissertations
650		0	_aTheses
999			_aVIRTUA40 _c7267 _d7273
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992