Use of Secant Shear Modulus for Rutting Potential Assessment of Indonesian Wearing Course Mixtures

Authors

  • Iman Haryanto Nagaoka University of Technology, 1603-1 Kamitomiokamachi, Nagaoka, Niigata, Japan
  • Osamu Takahashi Nagaoka University of Technology, 1603-1 Kamitomiokamachi, Nagaoka, Niigata, Japan

Keywords:

rutting, secant shear modulus, unconfined compression test, wheel tracking

Abstract

Since shear modulus (G) indicates a resistance to shear deformation, the property should be essentially considered to evaluate the rutting potential. This study discusses a criterion of G for Indonesian wearing course mixture (IWCM) design. Simple unconfined compression test was conducted to calculate secant shear modulus (Gs) of IWCM. Gs is a ratio of shear strength (ts) to shear strain (g).ts and g were obtained from unconfined compressive strength and the strain transformation law, respectively. Wheel tracking test was conducted to verify validity of Gs as a rutting potential index of IWCM. Gs could rank the laboratory rutting performance of the designed mixtures as well as dynamic stability (DS). A relationship between Gs and DS suggests that over 28 MPa in Gs is equivalent to more than 800 cycles/mm in DS, within the scope of materials sources used in the present study. Gs can be one of rutting potential indicators of IWCM.

References

Von Quintus, H. L.; Scherocman, J. A.; Hughes, C. S.; Kennedy, T. W. NCHRP Report 338: Asphaltaggregate mixture analysis system AAMAS. TRB, Washington DC, March 1991, p. 43.

Harvey, I. J.; Long, F. Effects of material properties, specimen geometry, and specimen preparation variables on asphalt concrete tests for rutting. Pavement Research Center, University of California at Berkeley, Washington DC, March 1999, p. 7.

Monismith, C. L.; Harvey, I. J.; Long, F.; Weissman, S. Test to evaluate the stiffness and permanent deformation characteristics of asphalt/binder-aggregates mixes: a critical discussion. Institute of Transportation Studies, University of California at Berkeley, June 2000, p. 6.

Directorate General Of Highway – Republic Of Indonesia. Indonesian National Standard of Road Pavement (Standar Nasional Indonesia Mengenai Perkerasan Jalan), Jakarta, 2002 (in Indonesian).

Sousa, J. B.; Solaimanian, M.; Weissman, S. L. Development and use of the repeated shear test (constant height): an optional superpave mix design tool. SHRP, NRC, Washington DC, 1994, p. 3–4.

Witczak, M. W.; Kaloush, K.; Pellinen, T.; Elbasyouny, M.; Von Quintus, H. NCHRP Report 465: simple performance test for superpave mix design. NCHRP, TRB, Washington DC, 2002, p. 29–34.

Erkens, S. M. J. G. Asphalt concrete response (ACRe): determination, modeling and prediction. PhD thesis, Technical University Delft, Netherlands, 2002, p. 50–60.

Selvakumar, R.; Narayanasamy, R. Deformation behaviour of cold upset forming of sintered Al-Fe composite preforms. Journal of Engineering Materials and Technology, Apr 2005, Vol 127, p. 251–256.

Selvakumar, R.; Narayanasamy, R. Some investigations on strain hardening behaviour of sintered aluminium performs with no lubricant during cold upsetting. Journal of the Institution of Engineer, 2005, Vol 45, Issue 3, Singapore, p. 71–84.

Beda, T.; Chevalier, Y. Hybrid continuum model for large elastic deformation of rubber. Journal of Applied Physics, 15 Aug 2003, Vol 95 (1), p. 2701–2706.

Othman, A. M. Fracture resistance of rubber-modified asphaltic mixtures exposed to high-temperature cyclic aging. Journal of Elastomers and Plastics, 2006, Vol 38 (1), p. 19–30.

Mao, R.; Tang, J.; Swanson, B. G. Water holding capacity and microstructure of gellan gels. Carbohydrate Polymers, 2002, Vol 46, p. 365–371.

Haryanto, I.; Takahashi, O. Effects of aggregate gradation on workability of hot mix asphalt mixtures. The Baltic Journal of Road and Bridge Engineering, 2007,Vol II, No 1, p. 21–28.

Soedjatmiko, E. A. T. Characterization of asphalt layer modulus for Indonesian temperature condition. MSc thesis, Institute Technology Bandung, 1999.

Tjan, A.; Ignatius, W. Rut depth prediction based on viscoelastic approach. In 2nd Asia Pacific Conference & Exhibition on Transportation and the Environment. Beijing, China, 2000, 8 p.

Christensen, D. W.; Bonaquist, R.; Anderson, D. A.; Gokhale, S. Indirect tension strength as a simple performance test. In Transportation Research Circular No E-C068: New Simple Performance Tests for Asphalt Mixes. TRB, Washington DC, 2004, p. 44–57.

Bhasin, A.; Button, J. W.; Chowdhury, A. Report No. FHWA/TX-05/0-4203-3: evaluation of selected laboratory procedures and development of databases of HMA. Texas Transportation Institute, Texas A&M University System College, Texas, Jan 2005, p. 27.

Denoux, T.; Mason, M. H.; Hebert, P. A. Nonparameteric rank-based statistics and significance test for fuzzy data. Fuzzy Sets and Systems, 2005, Vol 153, p. 1–28.

Toshiyuki, K. (Ed.). Questions and answers on pavement engineering, Vol 7, Part 2. Kensetsu-Tosho Inc., Tokyo, Dec 1997, p. 153–155 (in Japanese).

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Published

27.09.2007

How to Cite

Haryanto, I., & Takahashi, O. (2007). Use of Secant Shear Modulus for Rutting Potential Assessment of Indonesian Wearing Course Mixtures. The Baltic Journal of Road and Bridge Engineering, 2(3), 95-100. https://bjrbe-journals.rtu.lv/bjrbe/article/view/1822-427X.2007.3.95%E2%80%93100