000			02148cam a2200337 a 4500
003			EG-GiCUC
005			20250223031119.0
008			141213s2014 ua eh f m 000 0 eng d
040			_aEG-GiCUC _beng _cEG-GiCUC
041	0		_aeng
049			_aDeposite
097			_aPh.D
099			_aCai01.13.05.Ph.D.2014.Az.U
100	0		_aAzzam Abdulaziz Alkhalil
245	1	0	_aUtilization of reclaimed asphalt pavement (RAP) in hot mix asphalt for road design / _cAzzam Abdulaziz Alkhalil ; Supervised Laila S. Radwan , Mohamed Rashad Elmitiny
246	1	5	_aاستخدام الرصف الإسفلتى المسترجع فى الخلطات الإسفلتية على الساخن لتصميم الطرق
260			_aCairo : _bAzzam Abdulaziz Alkhalil , _c2014
300			_a212 P. : _bplans , facsimiles ; _c30cm
502			_aThesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThe use of reclaimed asphalt pavement (RAP) in flexible pavement surface layer has been a major sensitive issue in the construction industry. Due to limited space available in landfills, the amount of high quality virgin aggregate declines, and the high price of oil, the use of RAP in new asphalt concrete mixtures has become very attractive. This research has been conducted to study the laboratory performances of HMA mixture containing RAP, in which Marshall properties, Indirect tensile strength, and resilient modulus characteristic were evaluated. A Marshall mix design mixture containing 0% RAP with binder (60/70) was used as the control mixture for evaluating properties of mixtures containing 25% and 40% RAP. Comparing the results of the conducted tests indicated that the use of RAP in Hot Mix asphalt (HMA) was advantageous in all properties measured
530			_aIssued also as CD
653		4	_aHMA
653		4	_aMarshall stability
653		4	_aRAP
700	0		_aLaila Salah Eldin Radwan , _eSupervisor
700	0		_aMohamed Rashad Elmitiny , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c48696 _d48696