Sains Malaysiana 42(6)(2013): 783–793

 

CCorrection of Compliance Errors in the Dynamic Shear Modulus

of Bituminous Binders Data

(Pembetulan Ralat Pematuhan dalam Data Modulus Ricih Dinamik Pengikat Berbitumen)

 

 

Jiantao Wu

College of Civil Engineering and Transportation

Hohai University, 1 Xikang Road, Nanjing, Jiangsu Province

210098 China

 

Nur Izzi Md. Yusoff*

Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment

Universiti Kebangsaan Malaysia, 43600 Bangi, Selangor, Malaysia

 

Fauzan Mohd Jakarni

Department of Civil Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor

 

Mohd Rosli Hainin

Faculty of Civil Engineering and Construction Research Alliance, Universiti Teknologi Malaysia

81310 Skudai, Johor, Malaysia

Received: 19 June 2012/Accepted: 15 October 2012

 

ABSTRACT

The dynamic shear rheometer (DSR) is one of the most complex and powerful instruments currently used to characterise the linear viscoelastic (LVE) rheological properties of bituminous binders. However, the DSR also has its limitations in that the measured complex modulus data are exposed to errors, known as compliance (testing) errors, particularly at low temperatures and/or high frequencies. This study was conducted to investigate the validity of equations developed by Schröter and associates on complex modulus data collected using the DSR. The equations used were originally developed based on the calibration of the advanced rheometric expanse system (ARES) rheometer. It was found that those equations are able to satisfactorily correct the data on unmodified bitumens and unaged bitumen-filler mastics, including unaged and aged samples. Similar results were also observed for storage and loss moduli master curves. Finally, the 2S2P1D Model was used to calibrate the corrected complex moduli data and it was found that the model satisfactorily simulates the rheological properties of tested samples.

 

Keywords: Bitumen-filler mastic; compliance errors; linear viscoelastic; modelling; unmodified bitumen

 

ABSTRAK

Reometer ricih dinamik (DSR) adalah salah satu alat yang rumit dan berkuasa yang kini digunakan untuk mencirikan sifat reologi likat kenyal lelurus (LVE) bahan pengikat berbitumen. Walau bagaimanapun, DSR juga mempunyai batasan dengan data modulus kompleks yang diukur terdedah kepada ralat, yang dikenali sebagai kesilapan pematuhan (ujian), terutamanya pada suhu rendah dan/atau frekuensi tinggi. Kajian ini telah dijalankan untuk menyiasat pengesahan penggunaan persamaan yang dibangunkan oleh Schröter dan sekutu terhadap data kompleks modulus yang dikumpul menggunakan alat DSR. Persamaan yang digunakan pada asalnya dibangunkan berdasarkan penentukuran reometer advanced rheometric expanse system (ARES). Didapati bahawa persamaan tersebut dapat membetulkan data-data bitumen tidak terubah suai dan mastik-pengisi bitumen secara memuaskan, termasuk sampel yang tidak dan mengalami penuaan. Keputusan yang sama juga diperhatikan terhadap lengkuk utama modulus penyimpanan dan modulus kehilangan. Akhirnya, Model 2S2P1D telah digunakan untuk tujuan penentukuran data kompleks modulus yang diperbetulkan dan didapati bahawa model ini dapat mensimulasi sifat reologi sampel yang diuji dengan memuaskan.

 

Kata kunci: Bitumen tidak diubah suai; kesilapan pematuhan; likat kenyal lelurus; mastik-terisi bitumen; permodelan

REFERENCES

Airey, G.D. 2002. Use of black diagrams to identify inconsistencies in rheological data. Road Materials and Pavement Design 3(4): 403-424.

Airey, G.D. & Hunter, A.E. 2003. Dynamic mechanical testing of bitumen: Sample preparation methods. Proceedings of the Institution of Civil Engineers–Transport 156(TR 2): 85-92.

Choi, K.Y. 2005. Development of the saturation ageing tensile stiffness (SATS) test for high modulus base materials. PhD Thesis, the University of Nottingham, United Kingdom (unpublished).

Christensen, D.W. & Anderson, D.A. 1992. Interpretation of dynamic mechanical test data for paving grade asphalt. Journal of the Association of Asphalt Paving Technologists 61: 67-116.

Delaporte, B., Di Benedetto, H., Chaverot, P. & Gauthier, G. 2007. Linear viscoelastic properties of bituminous materials; from binders to mastics. Journal of Association of Asphalt Paving Technologists 76: 455-494.

Hutcheson, S.A. & McKenna, G.B. 2008. The measurement of mechanical properties of glycerol, m-toluidine and sucrose benzoate under consideration of corrected rheometer compliance; An in-depth study and review. The Journal of Chemical Physics 129: 074502-1-074502-14.

Liao, M.C. 2007. Small and large strain rheological and fatigue characterisation of bitumen-filler mastics. PhD Thesis, the University of Nottingham, United Kingdom (unpublished).

Lu, X., Isacsson, U. & Ekblad, J. 1998. Low-temperature properties of styrene-butadiene-styrene polymer modified bitumens. Construction and Building Materials 12: 405-414.

Olard, F. & Di Benedetto, H. 2003. General ‘2S2P1D’ Model and relation between the linear viscoelastic behaviours of bituminous binders and mixes. Road Materials and Pavement Design 4(2): 185-224.

Petersen, J.C., Robertson, J.F., Branthaver, J.F., Harnsberger, P.M., Duvall, J.J. & Kim, S.S. 1994. Binder characterization and evaluation volume 4: Test methods. SHRP A–370, Strategic Highway Research Program, Ntional Research Council, Washington, D.C.

Schröter, K., Hutchenson, S.A., Shi, X. & McKenna, G.B. 2006. Dynamic shear modulus of glycerol: Corrections due to instrument compliance. The Journal of Chemical Physics 125: 214507-1-214507-4.

Sui, C. 2008. Determination of low-temperature properties of asphalt using dynamic shear rheology. Petersen Asphalt Research Conference, Laramie, Wyoming.

Sui, C., Farrar, M.J., Tuminello, W.H. & Turner, T.F. 2009. Anew technique for measuring low-temperature properties of asphalt binders with small amounts of materials. Paper submitted to the Annual Meeting of The Transportation Research Board, January 2010.

Wu, J. 2009. The influence of mineral aggregates and binder volumetrics on bitumen ageing. PhD Thesis, the University of Nottingham, United Kingdom (unpublished).

 

 

*Corresponding author; email: izzi@eng.ukm.my

 

 

previous