Effect of Fibers on Mixture Design of Stone Matrix Asphalt

Lignin fibers typically influence the mixture performance of stone matrix asphalt (SMA), such as strength, stability, durability, noise level, rutting resistance, fatigue life, and water sensitivity. However, limited studies were conducted to analyze the influence of fibers on the percent voids in mineral aggregate in bituminous mixture (VMA) during the mixture design. This study analyzed the effect of different fibers and fiber contents on the VMA in SMA mixture design. A surface-dry condition method test and Marshall Stability test were applied on the SMA mixture with four different fibers (i.e., flocculent lignin fiber, mineral fiber, polyester fiber, blended fiber). The test results indicated that the bulk specific gravity of SMA mixtures and asphalt saturation decreased with the increasing fiber content, whilst the percent air voids in bituminous mixtures (VV), Marshall Stability and VMA increased. Mineral fiber had the most obvious impact on the bulk specific gravity of bituminous mixtures, while flocculent lignin fiber had a minimal impact. The mixture with mineral fiber and polyester fiber had significant effects on the volumetric properties, and, consequently, exhibited better VMA over the conventional SMA mixture with lignin fiber. Modified fiber content range was also provided, which will widen the utilization of mineral fiber and polyester fiber in the applications of SMA mixtures. The mixture evaluation suggested no statistically significant difference between lignin fiber and polyester fiber on the stability. The mineral fiber required a much larger fiber content to improve the mixture performance than other fibers. Overall, the results can be a reference to guide SMA mixture design.

[1]  T. Pellinen,et al.  HIRSCH MODEL FOR ESTIMATING THE MODULUS OF ASPHALT CONCRETE , 2003 .

[2]  Yiqiu Tan,et al.  Mechanistic analysis of ST and SBS-modified flexible pavements , 2009 .

[3]  Norman McLeod Void Requirements for Dense-Graded Bituminous Paving Mixtures , 1959 .

[4]  Hussain U Bahia,et al.  Evaluation and Selection of Aggregate Gradations for Asphalt Mixtures Using Superpave , 1997 .

[5]  John T Harvey,et al.  EFFECTS OF LABORATORY SPECIMEN PREPARATION ON AGGREGATE-ASPHALT STRUCTURE, AIR-VOID CONTENT MEASUREMENT, AND REPETITIVE SIMPLE SHEAR TEST RESULTS , 1994 .

[6]  Rajib B. Mallick,et al.  Critical Review of Voids in Mineral Aggregate Requirements in Superpave , 1998 .

[7]  Zhanping YouZ. You,et al.  Dynamic complex modulus predictions of hot-mix asphalt using a micromechanical-based finite element model , 2007 .

[8]  John A. Hinrichsen,et al.  Minimum VMA in HMA Based on Gradation and Volumetric Properties , 1996 .

[9]  H. Jony,et al.  The Effect of Using Glass Powder Filler on Hot Asphalt Concrete Mixtures Properties , 2011 .

[10]  Zhanping You,et al.  Investigating the Sensitivity of Aggregate Size within Sand Mastic by Modeling the Microstructure of an Asphalt Mixture , 2011 .

[11]  R. Christopher Williams,et al.  Preliminary Dynamic Modulus Criteria of HMA for Field Rutting of Asphalt Pavements , 2010 .

[12]  Charles W. Schwartz,et al.  PERFORMANCE OF STONE MATRIX ASPHALT PAVEMENTS IN MARYLAND , 2003 .

[13]  Ali Topal,et al.  Minimum voids in mineral aggregate in hot-mix asphalt based on asphalt film thickness , 2007 .

[14]  Y. Dang,et al.  Laboratory investigation on the properties of asphalt mixtures modified with double-adding admixtures and sensitivity analysis , 2016 .

[15]  Donald E. Watson,et al.  Determining Air Voids Content of Compacted Stone Matrix Asphalt Mixtures , 2004 .

[16]  E. Hargett EFFECTS OF SIZE SURFACE TEXTURE AND SHAPE OF AGGREGATE PARTICLES ON THE PROPERTIES OF BITUMINOUS MIXTURES , 1970 .

[17]  W Hislop,et al.  A LABORATORY INVESTIGATION INTO THE EFFECTS OF AGGREGATE-RELATED FACTORS OF CRITICAL VMA IN ASPHALT PAVING MIXTURES , 2000 .

[18]  Ratnasamy Muniandy,et al.  Laboratory Diameteral Fatigue Performance of Stone Matrix Asphalt with Cellulose Oil Palm Fiber , 2006 .

[19]  Sandeep Kumar,et al.  Appl. Sci , 2013 .

[20]  Bradley J. Putman,et al.  Utilization of waste fibers in stone matrix asphalt mixtures , 2004 .

[21]  G. Hurley,et al.  POTENTIAL OF USING STONE MATRIX ASPHALT (SMA) IN MISSISSIPPI , 2004 .

[22]  R. D. Barksdale,et al.  MEASUREMENT OF AGGREGATE SHAPE, SURFACE AREA, AND ROUGHNESS , 1991 .

[23]  Shujing Zhu,et al.  Utilization of municipal solid waste incineration ash in stone mastic asphalt mixture: Pavement performance and environmental impact , 2009 .

[24]  Qinwu Xu,et al.  Experimental study of fibers in stabilizing and reinforcing asphalt binder , 2010 .