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035 _a.b10227702
099 9 _aAIT Thesis no. 438
100 1 _aLin, Hung-cheng
245 1 0 _aEffect of mixing and compacting viscosity on stability of asphaltic concrete
260 _aBangkok :
_bAsian Institute of Technology,
_c1971
300 _a66 p.
490 1 _aThesis ;
_vno. 438
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1971
520 _aA study has been made of the effect of the viscosity and type of asphalt on the Marshall stability values of a dense graded asphalt concrete measured at the same temperature and constant loading rate. Three grades of asphalt were used to prepare samples using different temperature to give a range of mixing and compacting viscosities for each grade. It is concluded that the stability of mix is a logarithmic function of both mixing and compacting viscosity and a linear function of the density. The grade of asphalt is the major factor that affects the stability and density. There is little terminal effect of the viscosity whilst mixing and compacting. Flow value is only affected by asphalt content of mix; when the asphalt content of mix is kept constant, it is affected by the grade of asphalt.
650 0 _aAsphalt concrete
700 1 _aWilliams, F.H.P.,
_eChairperson
700 1 _aJones, John Hugh,
_eExamination Committee
700 1 _aDrew, Donald R.,
_eExamination Committee
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. 438
856 _3Full-Text
_uhttp://203.159.5.9/ait-thesis/detail.php?q=B24463
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