5-2- نحوه ارائه نتايج - jcse.ut.ac.ir board, washington, d.c., p.p. 193-201. 1....
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75 Rotation
0
2000
4000
6000
8000
10000
12000
14000
16000
0 5 10 15 20 25 30 35 40 45toC
Mr
(Mpa)
4
4.5
5
5.5
6
100 Rotation
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
20000
0 5 10 15 20 25 30 35 40 45toC
Mr
(Mp
a)
4
4.5
5
5.5
6
125 Rotation
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
20000
0 5 10 15 20 25 30 35 40 45toC
Mr
(Mp
a)
4
4.5
5
5.5
6
5oC
4000
6000
8000
10000
12000
14000
16000
18000
20000
60 70 80 90 100 110 120 130No. of Gyration
Mr
(Mpa)
4
4.5
5
5.5
6
25oC
2000
2500
3000
3500
4000
4500
5000
5500
60 70 80 90 100 110 120 130No. of Gyration
Mr
(Mpa)
4
4.5
5
5.5
6
40oC
1000
1200
1400
1600
1800
2000
2200
2400
2600
60 70 80 90 100 110 120 130No. of Gyration
Mr
(Mpa)
4
4.5
5
5.5
6
5oC
4000
6000
8000
10000
12000
14000
16000
18000
20000
3.5 4.0 4.5 5.0 5.5 6.0 6.5Asphalt %
Mr
(Mpa)
75
100
125
25oC
2000
2500
3000
3500
4000
4500
5000
5500
3.5 4.0 4.5 5.0 5.5 6.0 6.5Asphalt %
Mr
(Mpa)
75
100
125
40oC
1000
1200
1400
1600
1800
2000
2200
2400
2600
2800
3.5 4.0 4.5 5.0 5.5 6.0 6.5Asphalt %
Mr
(Mpa)
75
100
125
75 Rotation
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
3.5 4.0 4.5 5.0 5.5 6.0 6.5Asphalt %
Mr
6%
Asphalt
/ M
r X
% A
sphalt
5
25
40
100 Rotation
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
3.5 4.0 4.5 5.0 5.5 6.0 6.5Asphalt %
Mr
6%
Asphalt
/ M
r X
% A
sphalt
5
25
40
125 Rotation
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
3.5 4.0 4.5 5.0 5.5 6.0 6.5Asphalt %
Mr
6%
Asphalt
/ M
r X
% A
sphalt
5
25
40
BCrr
TMM
6.3
5 )5
(
MrMr5
T
BC
Mr5
SHRP
Mr
(Mr5)
1. "Iran Pavement Design Standard (Standard No. 234)." (2001). Publication of Management and Programming
Organization.
2. Ping, W.V. , Ling , C.C. , Biqing, S. (2012). "Development of Resilient Modulus Estimation Models for
Florida Pavement." Proc. TRB Annual Meeting.
3. Jahromi, S.G. , Khodaii, A. (2009). "Investigation of Variables Affecting Resilient Modulus in Asphalt
Mixes." Proc. GeoHunan Int. Conf., P.P. 56-64.
4. Li, P. , Liu, J. , Saboundjian, S. (2011). "Materials and Temperature Effects on the Resilient Response of
Asphalt-Treated Alaskan Base Course Materials." Journal of Materials in Civil Engineering, Vol. 23, No. 2,
P.P. 161-168.
5. Katicha, S.W. (2003). "Development of Laboratory to Field Shift Factors for Hot-Mix Asphalt Resilient
Modulus." Virginia Polytechnic Institute and State University, P.P. 4-5.
6. ASTM D4123-82, )1997(. "Method of Indirect Tension for Resilient Modulus of Bituminous Mixtures."
American Society for Testing and Materials, Annual Book of Standards.
7. Button, J.W., Little D.N., Jagadam V., and Pendleton O.J. (1994). "Correlation of Selected Laboratory
Compaction Methods with Field Compaction." Transportation Research Record No. 1454, Transportation
Research Board, Washington, D.C., P.P. 193-201.
1. Resilent Modulus
2. Gyratory Compaction
3. Indirect Tensile Test
4. Hot Mixed Asphalt
5. AASHTO