000			02144cam a2200301 a 4500
003			EG-GiCUC
008			151201s2015 ua h f m 000 0 eng d
040			_aEG-GiCUC _beng _cEG-GiCUC
041	0		_aeng
049			_aDeposite
097			_aM.Sc
099			_aCai01.13.05.M.Sc.2015.Am.I
100	0		_aAmr Muhammad Mahmoud Fathy
245	1	0	_aImpact of overloading on operational pavement life in flexible pavement / _cAmr Muhammad Mahmoud Fathy ; Supervised Laila Salah Eldin Radwan
246	1	5	_aتأثير الأحمال الزائدة على العمر التصميمى للطرق ذات الرصف المرن
260			_aCairo : _bAmr Muhammad Mahmoud Fathy , _c2015
300			_a81 P. : _bfacsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThe main objective that motivated this study is to assess the impact of overloading on operational pavement life in flexible pavement life in flexible pavement and then to evaluate the Egyptian method for overloading fine pricing. This research includes two roads,Cairo Suez road with weighbridge and Zagazig bilbis road without weighbridge. The AASHTO method is applied to calculate the reduction in the pavement operational life on the two roads under various cases of loading, truck type and anmual growth rate. Conclusions can be summarized in the following: 1. Traffic composition is the most effective element in the reduction of pavement life due to overloading. 2. Cairo Suez road with weighbridges and Zagazig bilbis road without weighbridges have similar behavior under different overloading conditions which mean that both roads must have weighbridges. 4. The Egyptian overload fine pricing method does not represent the real impact of overloading on the operational pavement life on roads
530			_aIssued also as CD
653		4	_aEgyptian medthod for overloading fine pricing
653		4	_aExcess loads
653		4	_aWeighbridges
700	0		_aLaila Salah Eldin Radwan , _eSupervisor
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c53668 _d53668