Abstract

In this study, recycled asphalt shingles (RAS) were evaluated for potential use as structural fill in highway embankments or backfills behind retaining walls. Bottom ash (BA) and foundry slag (FS) were also investigated as additives to RAS to enhance its mechanical properties. The engineering properties of RAS:BA/FS mixtures including compaction characteristics, hydraulic conductivity, compressibility, shear strength, and the coefficient of lateral earth pressure at rest were evaluated in a systematic manner. The results show that the addition of bottom ash and foundry slag significantly reduces the compressibility of RAS while increasing the drainage capacity and shear strength. The RAS:BA/FS mixtures are a favorable light weight material for use as embankment fills or backfill behind retaining walls.

References

1.
Townsend
,
T.
,
Powell
,
J.
, and
Xu
,
C.
, “
Environmental Issues Associated With Asphalt Shingle Recycling
,”
Construction Materials Recycling Association
,
US EPA Innovations Workgroup
,
2007
.
2.
Recycling Connections Corporation
, “
Wisconsin Statewide Waste Characterization Study
,” Prepared for
Wisconsin Dept. of Natural Resources
,
2010
.
3.
Button
,
J. W.
,
Williams
,
D.
, and
Scherocman
,
J.A.
, “
Roofing Shingles and Toner in Asphalt Pavements
,”
Research Report 1344–2F
,
TX Transportation Institute
,
College Station, TX
,
1995
.
4.
Grodinsky
,
C.
,
Plunkett
,
N.
, and
Surwilo
,
J.
, “
Performance of Recycled Asphalt Shingles for Road Applications
,”
Final Report
,
State of Vermont’s Agency of Natural Resources
,
2002
.
5.
Turley
,
W.
,
personal communication
,
Construction Materials Recycling Association
,
Eola, IL
,
2010
.
6.
Benson
,
C.
,
Edil
,
T.
, and
Soleimanbeigi
,
A.
, “
Use of Recycled Asphalt Shingles in Highway Embankments
,”
Proceeding of 2010 Mid-Continent Transportation Research Forum
, Madison, WI, Aug. 19–24,
2010
.
7.
Seals
,
R. K.
,
Moulton
,
L. K.
, and
Ruth
,
B. E.
, “
Bottom Ash: An Engineering Material
.”
J. Soil Mech. Found. Div.
, Vol.
98
, No.
4
,
1972
, pp.
311
325
.
8.
Moulton
,
L. K.
,
Seals
,
R. K.
, and
Anderson
,
D. A.
, “
Utilization of Ash from Coal Burning Power Plants in Highway Construction
,”
Transportation Research Record. 430
,
Transportation Research Board
,
Washington D.C.
,
1973
, pp.
26
39
.
9.
Huang
,
H. W.
, “
The Use of Bottom Ash in Highway Embankments, Subgrade, and Subbases
,”
Joint Highway Research Project, Final Report
, FHWA/IN/JHRP-90/4,
Purdue Univ.
,
West Lafayette, IN
,
1990
.
10.
Karim
,
A.
,
Lovell
,
C.
, and
Salgado
,
R.
, “
Building Embankments of Fly/Bottom Ash Mixtures
,” FHWA/IN/JTRP-97/01, SPR-2115,
Joint Transportation Research Program
,
Purdue Univ.
,
West Lafayette, IN
,
1997
11.
Edil
,
T.
,
Benson
,
C.
,
Bin-Shafique
,
M.
,
Tanyu
,
B.
,
Kim
,
W.
, and
Senol
,
A.
, “
Field Evaluation of Construction Alternatives for Roadway Over Soft Subgrade
,”
Transportation Research Record. 1786
,
Transportation Research Board, National Research Council
,
Washington, D.C.
,
2002
, pp.
36
48
.
12.
Kim
,
B.
,
2003
, “
Properties of Coal Ash Mixtures and their Use in Highway Embankments
,” Ph.D. thesis,
Purdue Univ.
, West Lafayette, IN.
13.
Tanyu
,
B. F.
,
Benson
,
C. H.
,
Edil
,
T. B.
, and
Kim
,
W. H.
, “
Equivalency of Crushed Rock and Three Industrial By-Products Used as a Working Platform During Pavement Construction
,”
Transportation Research Record. 1874
,
Transportation Research Board, National Research Council
,
Washington, D.C.
,
2005
, pp.
59
69
.
14.
Kim
,
B.
,
Prezzi
,
M.
, and
Salgado
,
R.
, “
Geotechnical Properties of Fly and Bottom Ash Mixtures for Use in Highway Embankments
.”
J. Geotech. Geoenviron. Eng.
, Vol.
131
, No.
7
,
2005
, pp.
914
924
. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(914)
15.
Yoon
,
S.
,
Balunaini
,
U.
,
Yildirim
,
I. Z.
,
Prezzi
,
M.
and
Siddiki
,
N. Z.
, “
Construction of an embankment with a fly and bottom ash mixture: Field performance study
.”
J. Mater. Civ. Eng.
, Vol.
21
, No.
6
,
2009
, pp.
271
278
. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:6(271)
16.
American Coal Ash Association,
2009
, “
Coal Combustion Product (CCP) Production & Use Survey Results
,” ACAA, Aurora, CO, Sept 15,
2009
[Available online].
17.
U.S. Geological Survey,
2008
, “
Minerals Yearbook
,” USGS, http://minerals.usgs.gov/minerals/pubs/commodity/iron_&_steel_slag/myb1–2008-fesla.pdf, (Last accessed Dec
2010
).
18.
Emery
,
J. J.
, “
Slag Utilization in Pavement Construction
.” Extending Aggregate Resources, ASTM STP Report No. 774, ASTM, pp.
95
118
,
1985
.
19.
Ahmed
,
I.
,
Use of Waste Material in Highway Construction,
Noyes Data Corporation
,
Park Ridge, NJ
,
1993
.
20.
Viyanant
,
C.
,
Rathje
,
E. M.
, and
Rauch
,
A. F.
, “
Creep Response of Recycled Asphalt Pavement
,”
Can. Geotech. J.
, Vol.
44
,
2007
, pp.
687
697
. https://doi.org/10.1139/t07-022
21.
Wen
,
H.
and
Edil
,
T. B.
, “
Laboratory Study of Recycled Asphalt Pavement Materials as Base Course
,”
Proceedings of the 5th International Conference on Maintenance and Rehabilitation of Pavements and Technological Control
, Park City, UT, August 8-10, 2007, pp.
457
462
.
22.
Li
,
L.
,
Benson
,
C. H.
,
Edil
,
T. B.
, and
Hatipoglu
,
B.
, “
Sustainable Construction Case History: Fly Ash Stabilization of Recycled Asphalt Pavement Material
,”
Geotech. Geologic. Eng
, Vol.
26
, No.
2
,
2008
, pp.
177
188
. https://doi.org/10.1007/s10706-007-9155-2
23.
Krivit
,
D.
, “
Recycling of Tear-Off Shingles: Best Practices Guide
,”
Final report prepared for the Construction Materials Recycling Association (CMRA)
,
2007
.
24.
Marks
,
V. J.
and
Petermeier
,
G.
, “
Let Me Shingle Your Roadway
,”
Research Project HR-2079
,
IA Dept. of Transportation
,
Ames, IA
,
1997
.
25.
Hooper
,
F.
and
Marr
,
W.
, “
Effects of Reclaimed Asphalt Shingles on Engineering Properties of Soils
,”
Recycled Materials in Geotechnics
,
Geotechnical Special Publication, No. 127
,
ASCE
,
Reston, VA
,
2004
, pp.
137
149
.
26.
Warner
,
J. D.
,
2007
, “
The Beneficial Reuse of Asphalt Shingles in Roadway Construction
,” M.Sc. thesis,
Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison
, Madison, WI.
27.
Bareither
,
C.
,
Edil
,
T.
,
Benson
,
C.
, and
Mickelson
,
D.
, “
Geological and Physical Factors Affecting the Friction Angle of Compacted Sands
,”
J. Geotech. Geoenviron. Eng.
, Vol.
134
, No.
10
,
2008
, pp.
1476
1489
. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:10(1476)
28.
ASTM D422-63
,
1963
, “
Standard Test Method for Particle-Size Analysis of Soils
,”
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
.
29.
ASTM D854-00
,
2000
, “
Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer
,”
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
.
30.
ASTM D698-00a
,
2000
, “
Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort [(f12,400 ft lbf/ft3 (600 kN m/m3)]
,”
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
.
31.
ASTM D5084-03
,
1995
, “
Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter
,”
Annual Book of ASTM Standards
,
ASTM International
,
West Conshocken, PA
.
32.
ASTM D2435-96
,
1996
, “
Standard Test Method for One-Dimensional Consolidation Properties of Soils
,”
Annual Book of ASTM Standards
,
ASTM International
,
West Conshohocken, PA
.
33.
Edil
,
T. B.
and
Wang
,
X.
, “
Shear Strength and Ko of Peats and Organic Soils
,”
Geotechnics of High Water Content Materials
,
ASTM Special Technical Publication
,
2000
, pp.
209
225
.
34.
Roberts
,
F. L.
,
Kandhal
,
P. S.
,
Brown
,
E. R.
,
Lee
,
D. Y.
, and
Kennedy
,
T. W.
,
Hot Mix Asphalt Materials, Mixture Design, and Construction
,
National Asphalt Paving Association Education Foundation
.
Lanham, MD
,
1996
.
35.
Recycled Materials Resource Center,
2010
, “
User Guidelines for By-products and Secondary Use Materials in Pavement Construction
,” http://www.rmrc.unh.edu/tools/uguidelines/index.asp (Last accessed Dec
2010
).
36.
U.S. Bureau of Reclamation (USBR)
,
1987
, “
Design of Small Dams
,”
U.S. Dept. of the Interior
,
Bureau of Reclamation
,
Washington, D.C
.
37.
Roberts
,
J. E.
and
de Souza
,
J. M.
, “
The Compressibility of Sands
,”
Proc., Am. Soc. Test. Mater.
, Vol.
58
,
1958
, pp.
1269
1277
.
38.
Marshal
,
R. J.
, “
Large Scale Testing of Rockfill Materials
,”
J. Soil Mech. Found. Div.
, Vol.
93
,
1967
, pp.
27
43
.
39.
Pestana
,
J. M.
and
Whittle
,
A. J.
, “
Compression Model for Cohesionless Soils
,”
Géotechnique
, Vol.
45
,
1995
, pp.
611
631
.
40.
Chuhan
,
F. A.
,
Kjeldstad
,
A.
,
Bjorlykke
,
K.
, and
Hoeg
,
K.
, “
Experimental Compression of Loose Sands: Relevance to Porosity Reduction During Burial in Sedimentary Basins
,”
Can. Geotech J.
, Vol.
40
, No.
5
,
2003
, pp.
995
1011
. https://doi.org/10.1139/t03-050
41.
Casagrande
,
A.
, “
The Determination of the Pre-Consolidation Load and its Practical Significance
.” Discussion D-34,
Proceedings of the First International Conference on Soil Mechanics and Foundation Engineering
, Cambridge, England, Vol. 3, 1936, pp.
60
64
.
42.
Coduto
,
D. P.
,
Geotechnical Engineering Principles and Practices
,
Prentice-Hall
,
Englewood Cliffs, NJ
,
1998
.
43.
Fox
,
P. J.
,
Edil
,
T. B.
, and
Lan
,
L. T.
, “
Cα/Cc Concept Applied to Compression of Peat
,”
J. Geotech, Engrg.
, Vol.
118
, No.
8
,
1992
, pp.
1256
1263
. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:8(1256)
44.
Mesri
,
G.
,
Stark
,
T. D.
,
Ajlouni
,
M. A.
, and
Chen
,
C. S.
, “
Secondary Compression of Peat With or Without Surcharging
,”
J. Geotech. Geoenviron. Eng.
, Vol.
123
, No.
5
,
1997
, pp.
411
421
. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:5(411)
45.
Lade
,
P. V.
,
Yamamuro
,
J. A.
, and
Bopp
,
P. A.
, “
Influence of Time Effects on Instability of Granular Materials
,”
Comput. Geotech.
, Vol.
20
,
1997
, pp.
179
193
. https://doi.org/10.1016/S0266-352X(97)00002-5
46.
Lee
,
K. L.
and
Farhoomand
,
I.
, “
Compressibility and Crushing of Granular Soil in Anisotropic Triaxial Compression
.”
Can. Geotech. J.
, Vol.
4
, No.
1
,
1967
, pp.
68
99
. https://doi.org/10.1139/t67-012
47.
Mesri
,
G.
and
Vardhanabhuti
,
B.
, “
Compression of Granular Materials
,”
Can. Geotech. J.
, Vol.
46
,
2009
, pp.
369
392
. https://doi.org/10.1139/T08-123
48.
U.S. Navy
,
1986
, “
Design Manual—Soil Mechanics, Foundations, and Earth Structures
,”
NAVFAC DM-7
,
Dept. of the Navy
,
Washington, D.C
.
49.
Jáky
,
J.
,
1948
, “
Earth Pressure in Soils
,”
Proceedings of the Second International Conference on Soil Mechanics and Foundation Engineering
, Rotterdam, Vol.
I
, pp.
103
107
.
50.
Mesri
,
G.
and
Hayat
,
T. M.
, “
The Coefficient of Earth Pressure at Rest
,”
Can. Geotech. J.
, Vol.
30
, No.
4
,
1993
, pp.
647
666
. https://doi.org/10.1139/t93-056
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