1 |
Amnon, K. (2003), "Properties of concrete made with recycled aggregate from partially hydrated old concrete", Cement and Concrete Research, 33(5), 703-711.
DOI
ScienceOn
|
2 |
Andrews, B. and Group, A. (2006), "Guide to pavement technology part 4d: Stabilized materials", Sydney, Austroads incorporated, Robell house, Sydney, Australia.
|
3 |
Australia, C.C.A. (2008a), Stabilized and modified road base materials, from the following link; http://www.concrete.net.au/publications
|
4 |
Aksakal, E.L., Angin, I. and Oztas, T. (2013), "Effects of diatomite on soil consistency limits and soil compactibility", CATENA, 101(0), 157-163.
DOI
|
5 |
Australia, C.o.S. (2008b), "Methods for preparation and testing of stabilized materials", Method 4: Unconfined compressive strength of compacted materials, AS 5101.4-2008.
|
6 |
Australia, C.o.S. (1998), "Methods of testing soils for engineering purposes", Method 6.1.1: Soil strength and consolidation tests-determination of the California Bearing Ratio of a soil-standard laboratory method for a remoulded specimen, AS 1289.6.1.1
|
7 |
Australia, C.o.S. (2002), "Methods of testing soils for engineering purposes", Method 3.9.1: Soil classification tests-determination of the cone liquid limit of a soil, AS 1289.3.9.1-2002
|
8 |
Australia, C.o.S. (2003), "Methods of testing soils for engineering purposes", Method 5.1.1: Soil compaction and density tests-determination of the dry density/moisture content relation of a soil using standard compactive effort, AS 1289.5.1.1
|
9 |
Australia, C.o.s. (2009a), "Methods of testing soils for engineering purposes", Method 3.6.1: Soil classification tests-determination of the particle size distribution of a soil-standard method of analysis by sieving, AS 1289.3.6.1-2009
|
10 |
Hansen, T.C. (1992), Recycling and demolished concrete and masonry Available from the following link; http://books.google.com.au/books?id=z4KM4Xrr6Y0C&pg
|
11 |
Australia, C.o.S. (2009b), "Methods of testing soils for engineering purposes", Method 3.2.1: Soil classification tests-determination of the plastic limit of a soil-standards method, AS 1289.3.2.1-2009
|
12 |
Butler, L., West, J.S. and Tighe, S.L. (2011), "The effect of recycled concrete aggregate properties on the bond strength between RCA concrete and steel reinforcement", Cement and Concrete Research, 41(10), 1037-1049.
DOI
ScienceOn
|
13 |
Chini, S.A., Sergenian, T.J. and Armaghani, J.M. (2001), "Use of recycled aggregates for pavement", Paper presented at the Materials for the New Millennium City, Month.
|
14 |
Ismail, S. and Ramli, M. (2013), "Engineering properties of treated recycled concrete aggregate (RCA) for structural applications", Construction and Building Materials, 44(0), 464- 476.
DOI
ScienceOn
|
15 |
Jameson, G., Voung, B., Moffatt, M., Martin, A. and Lourensz, S. (2010), "Assessment of rut resistance of granular bases using the repeated load triaxial test", AP-R360/10, Austroads, Sydney, New South Wales, Australia.
|
16 |
Kou, S.-c., Poon, C.-s. and Agrela, F. (2011), "Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures", Cement Concrete Compos., 33(8), 788-795.
DOI
ScienceOn
|
17 |
MainRoads, Q.D.o. (2009), "Pavement design manual", Supplement to 'part 2: pavement structural design' of the Austroads guide to pavement technology, Queensland Department of Main Roads, Brisbane, Australia.
|
18 |
MainRoads, Q.D.o.T.a. (2010), "Main roads technical standards: MRTS05 - unbound pavements", Technical Specification, Queensland Department of Main Roads, Brisbane, Australia.
|
19 |
Nataatmadja, A. and Tan, Y.L. (2001), "Resilient response of recycled concrete road aggregates", J. Transport. Eng., 127(5), 450-453.
DOI
ScienceOn
|
20 |
Papagiannakis, A.T. and Masad, E.A. (2008), Pavement Design and Materials, (Vol. 1-6), John Wiley & Sons Inc., Hoboken, NJ, USA.
|
21 |
Poon, C.S., Shui, Z.H. and Lam, L. (2004), "Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates", Construct. Build. Mater., 18(6), 461-468.
DOI
ScienceOn
|
22 |
Park, T. (2003), "Application of construction and building debris as base and subbase materials in rigid pavement", J. Transport. Eng., 129(5), 558-563.
DOI
ScienceOn
|
23 |
Poon, C.S., Qiao, X.C. and Chan, D. (2005), "The cause and influence of self-cementing properties of fine recycled concrete aggregates on the properties of unbound sub-base", Waste Manag., 26, 1166-1172.
|
24 |
Voung, B., Jameson, G., Sharp, K. and Fielding, B. (2008), "Guide to pavement technology part 4A: Granular base and subbase materials", Sydney.
|
25 |
Yilmaz, I. and Sendir, H. (2002), "Correlation of Schmidt hardness with unconfined compressive strength and Young's modulus in gypsum from Sivas (Turkey)", Eng. Geol., 66(3-4), 211-219.
DOI
ScienceOn
|
26 |
Youdale, G. and Sharp, K. (2007), "Guide to pavement technology part 4: Pavement materials", Austroads Incorporated Australia.
|
27 |
Poon, C.S. and Chan, D. (2006), "Feasible use of recycled concrete aggregates and crushed clay brick as unbound road sub-base", Construct. Build. Mater., 20(8), 578-585.
DOI
ScienceOn
|