| 000 | 018870000a22003370004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025410.0 | ||
| 008 | 080817s2008 ua dh f m 000 0 eng d | ||
| 040 |
_aEG-GICUC _beng _cEG-GICUC |
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| 041 | 0 | _aEng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2008.Ib.I | ||
| 100 | 0 | _aIbrahim Fawzy Ibrahim | |
| 245 | 1 | 0 |
_aInvestigation of surface friction and rutting resistance of highway pavement / _cIbrahim Fawzy Ibrahim ; Supervised Laila Salah Radwan , HassanTahseen Abdelwahab |
| 246 | 1 | 5 | _aدراسة الاحتكاك السطحى و مقاومة التخدد لمواد رصف الطرق |
| 260 |
_aCairo : _bIbrahim Fawzy Ibrahim , _c2008 |
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| 300 |
_a173p. : _bcharts , facsimiles , _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aThe objective of the research is to study the effect of pavement mix components on surface friction and rutting resistance.The study investigates surface friction of flexible and rigid pavement.Rutting was only considered for the flexible pavement.The experimental program included three types of coarse aggregate , two mix gradations , two binder contents , four aggrwgate conditions.Surface friction was measured for dry and wet surface conditions and at two temperatures 25C and 50C.Rutting was measured at 60C.Surface friction was mwasured by the british pendulum device.Rutting depth was measured by the wheel trcker machine | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBritish pendulm number | |
| 653 | 4 | _aRutting resistance | |
| 653 | 4 | _aSurfac friction | |
| 700 | 0 |
_aHassanTahseen Abdelwahab , _eSupervisor |
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| 700 | 0 |
_aLaila Salah Radwan , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aEnas _eCataloger |
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| 905 |
_aMustafa _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c12176 _d12176 |
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