外文翻译---多孔磨耗层在不同的马歇尔压实作用下的特性

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1、PDF外文：http:/ of porous friction course mixes for different Marshall compaction efforts Department of Cvili Engnieernig,Natoina lInsttiute of Technology Karnataka,Surathka,lMangaolre 575 025,India   ABSTRACT Porous friction courses(PFCs)are mainly recommended as surface drainage layers on high-s

2、peed roadcorridors and runway pavements.Permeability and sound attenuation characteristics are considered to bet he indicesf orp erformancea ssessmento fP FCs.Oneo ft her easonsf or thel osso fp ermeabilityi nP FCs is densification under heavy traffic.But,resistance to ravelling too,is of main conce

3、rn in the case of under-compacted PFCs.This paper summarises the details of laboratory investigation on the characterization of PFC mixes corresponding to four different gradations and two binder contents,for three levels of the Marshallc ompaction.Thef indings oft he investigations uggestt hat thes

4、 electiono ft hec ompaction level for PFC mix design should be based on the design traffic level,and the gradation selected. 2009 Elsevier Ltd.All rights reserved.  Keywords: Porous friction course   Porous asphalt   Marshall compaction     Air voids    Voids in co

5、arse aggregate    Permeability    Moisture susceptibility Abrasion loss  1. Introduction Porous friction courses(PFCs)are typical open-graded asphaltic mixes,composed of relatively uniformly-graded aggregate and asphalt cement or modified binders,and are mainly used to serve

6、 as drainage layers,either at the pavement surface or within the pavement structure1.Pavements surfaced with open-graded asphaltic mixes were found to improve wet weather skid-resistance,minimize hydroplaning,reduce splash and spray,improve night visibility during wet weather conditions,and reduce t

7、raffic tyrenoise2,3.In countries like the United States of America,Japan,the United Kingdom,Malaysia,Australia,New Zealand,and South Africa,open-graded mixes are in use as surface layers over high-speed and heavily trafficked highway pavements28.These are also recommended for surfacing runway paveme

8、nts9-10.Many agencies around the world use different terminologies for open-graded mixes,and specifications that are slightly different.The various terminologies used include open-graded asphalt(OGA), porous asphalt(PA),open-graded friction course(OGFC),and porous friction course(PFC).  . 1.1 &

9、nbsp;Background The higha irv oidsc ontenti nP FCsc ontributet owardsp avement surface drainage and in attaining noise reduction.But,accelerated asphalt-film aging,may subsequently lead to loss of cohesion in the mastic,consequently poor adhesion between the mastic and aggregate results in ravelling

10、.Experiences with the use of open-graded mixes in the USA indicated that ravelling was one of the major issues to be tackled11.Thus,structural durability of PFCs needst o bee nsured basedo n the resistance to ravelling12.Some of the experiences with PFCs in Japan,the poor performance was related to

11、the lack of compaction,or compaction at lower temper-atures than the specified6.Permeability and sound attenuation characteristics are the main measures of performance life of PFCs2.Studies performed on test sections in Denmark,indicated that deteriorated mastic materials clogged the large-sized air

12、 voids in PFCs,which led to the formation of higher percentage of small-sized voids12.Clog-ging was found to be more pronounced on older pavement,especially along the wheel path,and also in the emergency lanes 13.Although,PFCs are composed of relatively uniformly-graded aggregate1,the use of thicker

13、 PFCs may undergo secondary densification during service,resulting in loss of permeability.Thus,the loss of permeability can be directly related to clogging of voids due to internal and external materials,and densification under traffic2. An optimal design mix should ensure high air voids content an

14、d good resistance to ravelling.Procedure for mix design of PFCs recommended by various agencies include the evaluation of drain-down losses in loose hot mixes,air voids content,stone-on-stone contact condition,permeability,and the abrasion resistance using the Cantabro abrasion test method4,7,8,15.O

15、ne of the major differences observed in the specifications by various agencies is that of the consideration of traffic volume in the optimum mix selection criteria.The minimum air voids content and the maximum abrasion loss specified by some of the agencies were dependent on the traffic volume4,7,8,

16、whereas,this dependency was not considered by many agencies in the USA2,10,15,16.The level of Marshall compaction suggested by many agencies were found to be 50 blows per face,irrespective of the traffic volume.In addition,in the recent past many researchers adopted the same level of the Marshall co

17、mpaction for the design of PFC mixes1720.However,some of the researchers adopted or suggested the lower levels of the Marshall compaction,for characterizing the PFC mixes2124. 1.2.Objective and scope The main objective of this investigation was to characterize the PFC mixes for three levels of the M

18、arshall compaction.The compaction levels investigated include 35,50,and 75 blows applied on each end of the specimen.The effect of each compaction level was studied on eight different PFC mixes,which corresponded to four different aggregate gradations(G),and two binder contents (BC)of 4.5 and 5.0%by

19、 mass of total mix,using the neat bitumen of 85100 penetration grade.The selection of gradation,binder type,and binder content were based on the previous studies performed on similar mixes25,26.Fig.1 shows the details of the four aggregate gradations investigated.Table 1 provides details of the codi

20、ng method adopted for designating the mixes for various compaction levels and mix compositions. 2. Specimen preparation and test plan Straight-run bitumen and crushed stone aggregates are the major constituents of PFC mixes.The straight-run paving grade bitumen used in the present investigation was

21、supplied by Mangalore Refinery and Petrochemicals Limited(MRPL),Manga- lore.Crushed granite stone aggregates obtained from local stone-crushing plants were used in this study.Table 2 shows some of the physical properties of bitumen and aggregates tested in accordance with the requirements of the AST

22、M D 94627and ASTM D706415,respectively.Ordinary Portland Cement(OPC)was used as a part of the mineral filler,constituting 2%by mass of total aggregates weighing 1000 g. The procedure adopted for preparation of the PFC specimens was quite the same as that adopted for dense graded asphalt,as suggested

23、 in Asphalt Institute Manual Series-228.The properties of compacted mixes investigated include bulk specific gravity (Gmb),air voids content(Va),stone-on-stone contact condition,per- meability(K),moisture susceptibility,and unaged abrasion loss.These properties were evaluated in accordance with the

24、guidelines of the ASTM D 706415.Table 3 provides details on the tests performed for various experimental mixes.Three observations were made on each experimental mix. 3. Characterization of PFC mixes 3.1.Bulk specific gravity of compacted mix The tests for bulk specific gravity of compacted mixes(Gmb

25、) were performed on 24 mixes as described in Table 3,with three replicates for each mix.The Gmb of each compacted mix was determined using the geometric measurements of diameter,height,and the mass of the specimen in air,in accordance with ASTM D 706415.The individual and mean Gmb values were found

26、to be in the range of 1.9352.249,and 1.9842.226,respectively,as shown in Fig.2.It is evident that an increase in the compaction effort will lead to densification of the mix,resulting in higher densities.Further,it is evident from the 95%confidence intervals that there is no significant difference be

27、tween the mean Gmb values among the mixes with binder contents of 4.5%and 5.0%when compared,for a particular gradation and compaction level.The mixes with gradations G1 and G4 exhibited higher and lower Gmb values,respectively,especially since G4 comprised of coarser aggregates.The mean Gmb values f

28、or the mixes with gradations G2 and G3 are approximately the same,as the minor differences in gradations have not affected the Gmb values significantly. 3.2.Air voids The air voids(Va)content in a compacted mix is related to the Gmb and the theoretical maximum density(Gmm)of the uncompacted mix,dete

29、rmined in accordance with the ASTM D 204130.The increase in the compaction effort results in higher Gmb, resulting in a decrease in Va. Fig.3 shows the individual plot of Va for each mix.It also indicates the mean Va of the individual mixes tested,and the 95%confidence interval for the mean.The line

30、 connecting the mean Va shows the trend in variations of the Va with the compaction effort.The individual and mean Va values were found to be in the range of 1022%,and 1020%,respectively.As per the standard requirements of ASTM D 706415,PFC mixes should have a minimum Va of 18%.The mean Va corresponding