Early-strength irrigated semi-flexible pavement (EISFP) is a new type of composition pavement with the characteristics of both asphalt pavement and cement concrete pavement. It has the advantages of high strength in the beginning and fast strength growth. EISPF-13 Marshall specimens with voids of 20%, 25% and 30% of base asphalt mixture were formed respectively. Rutting test, low temperature trabecular bending test and immersion Marshall test were used to evaluate the high temperature performance, low temperature performance and water damage resistance of EISPF-13 maintained for 3 hours and 28 days. The test results show that the pavement performance of EISPF-13 with 3-hour maintenance has reached more than 70% of that which have been maintained for 28 days. Moreover, the dynamic stability, residual stability of EISPF-13 maintained for 3-hour are better than SMA-13 asphalt mixture. Low temperature crack resistance of EISPF-13 is slightly poor, but it can still meet the technical requirements. Considering its comprehensive road performance, it is suggested that EISPF can be used for the road maintenance with high traffic pressure, because it can withstand traffic loads after 3-hour maintenance.

1.
Pang
Chuanqin
,
Yang
Yuliang
.
Study on the performance of semi-flexible mixture
[J].
Highway
,
2004
(
4
):
108
110
.
2.
Li
Qiuzhong
.
Study on properties of resin modified semi-rigid surface composite
[D]. Changsha University of Technology,
2005
.
3.
Song
Xiaojin
.
Fatigue properties of resin modified semi-rigid surface composite
[D].
Changsha University of Technology
,
2006
.
4.
Jean
Mayer
,
Mikael
Thau
.
Joint Less Pavements for Heavy-Duty Airport Application: The semi-flexible Approach. ADVANCING AIRIELD PAVEMENTS
.
RECYCLING SAO. 2005 INTERNATIONAL SYMPOSIUM ON PAVEMENT
.
PAULO-SP-BRAZIL
-MARCH,
14
16
.
5.
Cheng
Lei
,
Hao
Peiwen
.
Design Method of Semi-flexible Pavement Matrix Asphalt Mixture Based on Volume Method
[J].
Chang’an University Journal (Natural Science Edition)
,
2002
,
22
(
1
):
1
3
.
6.
Cheng
Lei
,
Hao
Peiwen
.
Proportion of cement mortar for semi-flexible pavement
[J].
Journal of Chang’an University (Natural Science Edition)
,
2002
,
22
(
4
):
1
4
.
7.
Zhou
Jie
.
Experimental study on semi-flexible pavement composite materials
[D].
Chongqing
:
Chongqing Jiaotong University
,
2007
.
8.
Dong
Dequan
.
Composition design and pavement performance evaluation of AC-13 Warm-Mix recycled asphalt mixture with high mixing ratio
[J].
China-Foreign Highway
,
2014
.
34
(
4
):
250
255
.
9.
Guo
Naisheng
,
Tan
Yiqiu
, et al. 
Analysis of the key factors affecting the pavement performance of warm mix recycled asphalt mixture
[J].
Highway Transportation Science and Technology
,
2015
.
22
(
2
):
1
7
.
10.
Institute of Highway Science, Ministry of Communications
.
Specification for Construction Technology of Highway Asphalt Pavement: JTG F40-2004 [S]
.
Beijing
:
People’s Transportation Publishing House
,
2004
:
30
31
.
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