Sains Malaysiana 43(2)(2014): 295–302
Single
Face Compaction on Laboratory Marshall Specimen towards Satisfactory
Degree
of Compaction and Thickness
(Pemadatan Satu Permukaan Spesimen Marshall untuk Mencapai Darjah
Pemadatan dan Ketebalan yang Memuaskan)
2HARYATI YAACOB,
2MOHD ROSLI HAININ
& FUNG-LUNG CHANG*1
1Faculty of Civil Engineering, Universiti Teknologi Malaysia
81300, UTM Skudai, Johor Bahru, Malaysia
2Faculty of Civil Engineering, Department of Geotechnics and
Transportation
Universiti Teknologi Malaysia, 81300, UTM Skudai, Johor
Bahru, Malaysia
Diserahkan:
6 Januari 2013/Diterima: 18 Mei 2013
ABSTRACT
Investigation on the performance of bond strength between pavement
layers has gain serious attention from researchers worldwide. Typical methods
to prepare the double layered testing specimen at laboratory scale is to follow
the Marshall procedure or to perform coring on constructed field scale test
lanes. For specimen prepared with Marshall procedure, binder course loose mix
is compacted at double faces first prior to the application of wearing course
loose mix in the compaction mould and perform the compaction of the loose
wearing course later. This paper focused on the specimen prepared using
Marshall procedure where the upper wearing course is subjected to single face
compaction. The feasibility of single face compaction is investigated and the
relevant amount of compaction blows is determined to achieve sufficient
thickness and degree of compaction. Aggregate is proportioned to achieve a
target thickness of 35, 50 and 65mm, at an allowable limit of ±1 mm. For the
tested mix incorporating dense graded, open graded and gap graded mix, each mix
managed to achieve the required degree of compaction at satisfactory thickness
with respective compaction blows.
Keywords: Degree of compaction; double layer; single face compaction;
thickness
ABSTRAK
Penyelidikan terhadap prestasi kekuatan ikatan antara lapisan
asfal telah mendapat perhatian yang serius daripada para penyelidik di seluruh
dunia. Kaedah yang sering digunakan untuk menyediakan spesimen uji kaji
berlapis dua pada skala makmal adalah mengikut kaedah Marshall atau pun melalui
proses penerasan dalam lapangan uji kaji bagi mendapatkan spesimen berskala
lapangan. Untuk spesimen yang disediakan dengan kaedah Marshall, campuran
longgar lapisan pengikat akan dipadatkan pada kedua-dua permukaan sebelum
campuran longgar lapisan haus diaplikasikan dan dipadatkan pada satu permukaan
sahaja. Makalah ini fokus kepada penyediaan spesimen dengan kaedah Marshall
dengan lapisan haus dipadatkan pada satu permukaan sahaja. Kemungkinan
perlaksanaan pemadatan pada satu permukaan sahaja dikaji dan jumlah pemadatan
yang diperlukan untuk mencapai ketebalan dan darjah pemadatan yang mencukupi
dikenal pasti. Agregat disediakan pada kuantiti yang tertentu untuk mencapai
ketebalan 35, 50 dan 65 mm, dengan batas yang diizinkan ±1 mm. Untuk setiap
jenis campuran yang diuji, setiap campuran berupaya untuk mencapai darjah
pemadatan yang disasarkan berserta ketebalan yang memuaskan dengan jumlah
pemadatan seperti yang dikenal pasti.
Kata kunci: Darjah pemadatan; ketebalan; lapisan
dual; pemadatan satu permukaan
RUJUKAN
ASTM C117. 2004. Standard test method for materials finer than 75-mm (No. 200) sieve in
mineral aggregates by washing. United States: American Society
for Testing and Materials.
ASTM D2041/2041M. 2011. Standard test method for
theoretical maximum specific gravity and density of bituminous paving mixtures.
United States: American Society for Testing and Materials.
ASTM D3203/3203M. 2011. Standard test method for
percent air voids in compacted dense and open bituminous paving mixtures.
United States: American Society for Testing and Materials.
ASTM D6926. 2010. Standard practice for
preparation of bituminous specimens using Marshall apparatus. United States:
American Society for Testing and Materials.
ASTM D6927. 2010. Standard test method for
Marshall stability and flow of bituminous mixtures. United States: American
Society for Testing and Materials.
ASTM E11. 2009. Standard specification for woven
wire test sieve cloth and test sieves. United States: American Society for
Testing and Materials.
Brown, E.R. 1990. Density of asphalt concrete
– how much is needed? National Center for Asphalt Technology. Report
90-03.
BS EN12697-17. 2004. Bituminous mixtures - test
method for hot mix asphalt - Part 17: particle loss of porous asphalt. The
British Standard Institution, United Kingdom.
Cooley, L.A., Prowell, B.D. & Hainin,
M.R.2003. Comparison of the saturated surface dry and vacuum sealing methods
for determining the bulk specific gravity of compacted HMA. Journal of
Association of Asphalt Paving Technologists 72: 56-96.
Cooley, L.A., Prowell, B.D., Hainin, M.R. &
Buchanan, M.S. 2002. Bulk specific gravity round Robin using the Corelok vacuum
sealing device. National Center for Asphalt Technology, Report 02-11.
Heystraeten, G.V. & Moraux, C.1990. Ten
years’ experience of porous asphalt in Belgium. Transport Res. Rec.: J. of
the Transportation Research Board 1265: 34-40.
JKR. 2008. Section 4: Flexible pavement.
Standard Specification for Road Works: Jabatan Kerja Raya.
Kassem, E., Scullion, T., Masad, E. &
Chowdhury, A. 2012. Comprehensive evaluation of compaction of asphalt pavements
and a practical approach for density predictions. Transportation Research
Journal: Journal of Transportation Research Board 2268: 98-107.
Lu, X., B. Sandman & P. Redelius. Aging
characteristics of polymer modified binders in porous asphalt pavements.http://www.nynas.com/Global/Bitumen%20for%20paving%20applications/UK/Aging%20Characteristics%20 of%20Polymer%20Modified%20Binders%20in%20Porous%20
Asphalt%20Pavements.pdf.
Mohammad, L.N., Mostafa, A.E., Bae, A., Patel,
N., Button, J. & Scherocman, J.A. 2012. Optimization of tack coat for HMA
placement. NCHRP Report No 712.
Patel, N. 2010. Factors affecting the interface
shear strength of pavement layers. MSc thesis, Louisiana State University
(unpublished).
Raab, C. & Partl, M. 2009. Laboratory study
on interlayer bonding using cationic tack coats. 7th International RILEM
Symposium on Advanced Testing and Characterisation of Bituminous Materials. Rhodes,
Greece.
Roberts, F.L., Kandhal, P.S., Brown, E.R., Lee,
D-Y. & Kennedy, T.W. 1996. Hot Mix Asphalt Materials, Mixture Design,
and Construction. 2nd ed. National Centre for Asphalt Technology.
Sutradhar, B.B. 2012. Evaluation of bond between
bituminous pavement layers. MSc thesis, National Institute of Technology,
Rourkela (unpublished).
UNHSC. 2009. UNHSC design specifications for
porous asphalt pavement and infiltration beds. University of New Hampshire
Stormwater Center.
West, R.C., Zhang, J. & Moore, J. 2005.
Evaluation of bond strength between pavement layers. National Center for
Asphalt Technology, Report 08-05.
Wheat, M. 2007. Evaluation of bond strength at asphalt interface.
MSc thesis, Kansas State University (unpublished).
*Pengarang
untuk surat-menyurat; email: flchang87@hotmail.com
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