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Luo Zhenshuai Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 5, ( Part -5) May 2015, pp.09-11
www.ijera.com 9 | P a g e
The Study Of Polyvinyl Alcohol Fiber Reinforced Cement
Stabilized Macadam
Luo Zhenshuai*, Wang Shipeng**
*( School of civil engineering & architecture, Chongqing Jiaotong University, Chongqing 400074, China)
**( School of Traffic and transportation, Chongqing Jiaotong University, Chongqing 400074, China)
ABSTRACT
As a new material, the researches on polyvinyl alcohol fiber cement stabilized macadam are also less. This
article studies the effect of different volume fraction of fiber length on the compressive strength and splitting
tensile strength of cement stabilized macadam.To promote polyvinyl alcohol fiber cement stabilized macadam’s
application,it has theoretical significance and engineering application value.
Keywords –cement, polyvinyl alcohol fiber, engineering application , compressive strength.
I. Introduction
Polyvinyl alcohol fiber cement stabilized macada
m is a new material that composed of polyvinyl alco
hol fiber and cement stabilized macadam .The raw m
aterial of polyvinyl alcohol fiber is polyvinyl alcohol
and through a special process formed.In 1980s, Japa
n first developed polyvinyl alcohol fiber that can be
used for roadbed base. In the late 1980s, China succe
ssively developed polyvinyl alcohol fiber too. The fe
atures of polyvinyl alcohol fibers are hydrophilic, hi
gh elastic modulus, high specific surface area and ha
ve good compatibility with cement. However,the res
earches on the polyvinyl alcohol fiber cement stabili
zed macadam are still rare, this limits its application
and promotion .Therefore, expanding the researches
on the polyvinyl alcohol fiber cement stabilized mac
adam is necessary. In this article, we mainly study th
e mechanical properties of polyvinyl alcohol fiber ce
ment stabilized macadam of different lengths and di
fferent contents of polyvinyl alcohol fiber.
Ⅱ. Test generalization
The cement used in the test is 32.5 ordinary portl
and cement of Anhui Huaihai United Cement Factor
y;the polyvinyl alcohol fiber is made of Shanghai Ka
idu Industrial Development Limited Liability Compa
ny,its cross-sectional area is 1.52×10-4
mm2
,its tensil
e strength is 1600Mpa and elastic modulus is 3.5×10
4
Mpa.There are five gravel particle size: 1#(19-31.
5mm)、2#(9.5-19mm)、3#(4.75-9.5mm)、
4#(2.36-4.75mm)、5#(0-2.36mm). According
to the test results,the target proportion of cement sta
bilized macadam is 1#:2#:3#:4#:5#:=12:30:
23:6:29,the dose of cement is 4.0%.
The formula of cylinder compressive strength is
max
cu
F
f
A

Explanation: cuf — cylinder compressive
strength(Mpa);
maxF —maximum load(KN);
A—Bearing area(mm2
).
The formula of splitting tensile strength is
max max2
0.637ts
F F
f
A A
 
Explanation: tsf — splitting tensile strength
(MPa);
maxF —maximum load(KN);
A—Bearing area(mm2
)
III. Test results and analysis
2.1 The compressive strength of polyvinyl alcohol
fiber cement stabilized macadam
The lengthof polyvinyl alcohol fiber in polyvin
yl alcohol fiber cement stabilized macadam is 0m
m、12mm、18mm、24mm、30mm, each length fi
ber has three volume fraction : 0.6Kg/m3
、0.9 Kg/m
3
、1.2 Kg/m3
.The specimen size of cylinder is diam
eter of 150mm, height 150mm,and curing period is 7
d. According to the test results, when the length of th
e fiber is 0mm, the compressive strength of specime
ns is 4.91Mpa; when the length of the fiber is 12mm
and the volume fraction is 0.6Kg/m3
、0.9 Kg/m3
、1.
2 Kg/m3
, the compressive strength of specimens is 5.
RESEARCH ARTICLE OPEN ACCESS
Luo Zhenshuai Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 5, ( Part -5) May 2015, pp.09-11
www.ijera.com 10 | P a g e
84 MPa、5.39MPa、5.44MPa; when the length of t
he fiber is 18mm and the volume fraction is 0.6Kg/m
3
、0.9 Kg/m3
、1.2 Kg/m3
, the compressive strength
of specimens is 5.36 MPa、5.21MPa、4.76MPa; w
hen the length of the fiber is 24mm and the volume f
raction is0.6Kg/m3
、0.9 Kg/m3
、1.2 Kg/m3
, the co
mpressive strength of specimens is 5.29 MPa、5.17
MPa、5.37MPa; when the length of the fiber is 30m
m and the volume fraction is 0.6Kg/m3
、0.9 Kg/m
3
、1.2 Kg/m3
, the compressive strength of specimen
s is 5.12 MPa、4.88MPa、4.62MPa. Thus, when th
e length of the fiber is constant, ,the compressive str
ength of the specimen is decreased with the increase
of fiber volume fraction.
5
5.4
5.8
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
compressive
strength/Mpa
Figure 1:the compressive strength when the
fiber length is 12mm
4
4.5
5
5.5
6
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
compressive
strength/Mpa
Figure 2:the compressive strength when the fiber
length is 18mm
4
4.5
5
5.5
6
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
compressive
strength/Mpa
Figure 3:the compressive strength when the fiber
length is 24mm
4
4.5
5
5.5
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
compressive
strength/Mpa
Figure 4:the compressive strength when the fiber
length is 30mm
2.2 The splitting tensile strength of polyvinyl
alcohol fiber cement stabilized macadam
The lengthof polyvinyl alcohol fiber in polyvin
yl alcohol fiber cement stabilized macadam is 0m
m、12mm、18mm、24mm、30mm, each length fi
ber has three volume fraction : 0.6Kg/m3
、0.9 Kg/m
3
、1.2 Kg/m3
. The specimen size of cylinder is diam
eter of 150mm, height 150mm,and curing period is 7
d. According to the test results, when the length of th
e fiber is 0mm, the splitting tensile strength of speci
mens is 0.272Mpa; when the length of the fiber is 12
mm and the volume fraction is 0.6Kg/m3
、0.9 Kg/m
3
、1.2 Kg/m3
, the splitting tensile strength of specim
ens is 0.279 MPa、0.287MPa、0.224MPa; when th
e length of the fiber is 18mm and the volume fractio
n is 0.6Kg/m3
、0.9 Kg/m3
、1.2Kg/m3
, the splitting t
ensile strength of specimens is 0.260 MPa、0.229M
Pa、0.287MPa ;when the length of the fiber is 24m
m and the volume fraction is 0.6Kg/m3
、0.9 Kg/m
3
、1.2Kg/m3
, the splitting tensile strength of specim
ens is 0.264 MPa、0.254MPa、0.285MPa; when th
e length of the fiber is 30mm and the volume fractio
n is 0.6Kg/m3
、0.9 Kg/m3
、1.2Kg/m3
, the splitting t
ensile strength of specimens is 0.234 MPa、0.249M
Pa、0.244MPa.
0
0.1
0.2
0.3
0.4
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
splittingtensile
strength/Mpa
Figure 5:the splitting tensile strength when the fiber
length is 12mm
Luo Zhenshuai Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 5, ( Part -5) May 2015, pp.09-11
www.ijera.com 11 | P a g e
0
0.1
0.2
0.3
0.4
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
splittingtensile
strength/Mpa
Figure 6:the splitting tensile strength when the fiber
length is 18mm
0
0.1
0.2
0.3
0.4
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
splittingtensile
strength/Mpa
Figure 7:the splitting tensile strength when the fiber
length is 24mm
0
0.1
0.2
0.3
0.4
0.6 0.9 1.2
the volume fraction of fiber Kg/m
3
splittingtensile
strength/Mpa
Figure 8:the splitting tensile strength when the fiber
length is 30mm
IV. Conclusion
(1) The incorporation of polyvinyl alcohol fiber can
be have a good increase of compressive strength of c
ement stabilized macadam, when the length of the fi
ber is 12mm and the volume fraction is 0.6 Kg/m3
,th
e compressive strength of cement stabilized macada
m is largest.
(2) The variation between polyvinyl alcohol fiber an
d the splitting tensile strength of cement stabilized m
acadam is not obvious. When the length of the fiber i
s 12mm and the volume fraction is 0.9Kg/m3
, and th
e length of the fiber is 18mm and the volume fractio
n is 1.2Kg/m3
, the splitting tensile strength of cemen
t stabilized macadam is largest.
(3) Due to time constraints,this article only has a p
reliminary study of the basic mechanical properties o
f polyvinyl alcohol fiber cement stabilized macadam.
In the next phase, we should have a more systematic
research program to improve the impact of polyviny
l alcohol fiber on cement stabilized macadam.
Reference
[1] Li V C,Wang S,Wu H C. Tensile strain-har
dening behavior of PVA-ECC[ J] . Materials J
ournal,ACI ,2001,98( 6) :483- 492.
[2] Fukuyama H,Suwada H,Ilseung Y. HPFR
CC damper for structural control [C]//Proceed
ings of the JCI International Workshop on duc
tile Fiber Reinforced Cementitious Coposites
( DFRCC) .Tokyo:Japan Concrete Institute,
2002:219- 228.
[3] Maalej M,Zhang J,Quek S T,et al. High-
velocity impact resistance of hybrid-fiber engi
neered cementitious composites [C] // Li V
C,et al. Proceedings of FRAMCOS- 5,Col
orado:International Association for Fracture
Mechanics.
[4] Youjiang Wang H.C.Wu and Victor C.Li.Con
crete reinforcementwith recycled fibers,Journ
al of Materials in Civil Engineering,Vol.12,N
o.4,November,2000.
[5] Jvictor C.Li,Large Volume,High-Performance
Applications of Fibers in Civil Engineering,J
ournal of Applied Polymer Science,2002,83:6
60-686.
[6] Ackley M, Gao P. Surface treatment of ultra h
igh molecular weight polyethylene to enhance
adhesion and conductivity properties[J]. Poly
mer,1992,33:19.

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C505050911

  • 1. Luo Zhenshuai Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 5, ( Part -5) May 2015, pp.09-11 www.ijera.com 9 | P a g e The Study Of Polyvinyl Alcohol Fiber Reinforced Cement Stabilized Macadam Luo Zhenshuai*, Wang Shipeng** *( School of civil engineering & architecture, Chongqing Jiaotong University, Chongqing 400074, China) **( School of Traffic and transportation, Chongqing Jiaotong University, Chongqing 400074, China) ABSTRACT As a new material, the researches on polyvinyl alcohol fiber cement stabilized macadam are also less. This article studies the effect of different volume fraction of fiber length on the compressive strength and splitting tensile strength of cement stabilized macadam.To promote polyvinyl alcohol fiber cement stabilized macadam’s application,it has theoretical significance and engineering application value. Keywords –cement, polyvinyl alcohol fiber, engineering application , compressive strength. I. Introduction Polyvinyl alcohol fiber cement stabilized macada m is a new material that composed of polyvinyl alco hol fiber and cement stabilized macadam .The raw m aterial of polyvinyl alcohol fiber is polyvinyl alcohol and through a special process formed.In 1980s, Japa n first developed polyvinyl alcohol fiber that can be used for roadbed base. In the late 1980s, China succe ssively developed polyvinyl alcohol fiber too. The fe atures of polyvinyl alcohol fibers are hydrophilic, hi gh elastic modulus, high specific surface area and ha ve good compatibility with cement. However,the res earches on the polyvinyl alcohol fiber cement stabili zed macadam are still rare, this limits its application and promotion .Therefore, expanding the researches on the polyvinyl alcohol fiber cement stabilized mac adam is necessary. In this article, we mainly study th e mechanical properties of polyvinyl alcohol fiber ce ment stabilized macadam of different lengths and di fferent contents of polyvinyl alcohol fiber. Ⅱ. Test generalization The cement used in the test is 32.5 ordinary portl and cement of Anhui Huaihai United Cement Factor y;the polyvinyl alcohol fiber is made of Shanghai Ka idu Industrial Development Limited Liability Compa ny,its cross-sectional area is 1.52×10-4 mm2 ,its tensil e strength is 1600Mpa and elastic modulus is 3.5×10 4 Mpa.There are five gravel particle size: 1#(19-31. 5mm)、2#(9.5-19mm)、3#(4.75-9.5mm)、 4#(2.36-4.75mm)、5#(0-2.36mm). According to the test results,the target proportion of cement sta bilized macadam is 1#:2#:3#:4#:5#:=12:30: 23:6:29,the dose of cement is 4.0%. The formula of cylinder compressive strength is max cu F f A  Explanation: cuf — cylinder compressive strength(Mpa); maxF —maximum load(KN); A—Bearing area(mm2 ). The formula of splitting tensile strength is max max2 0.637ts F F f A A   Explanation: tsf — splitting tensile strength (MPa); maxF —maximum load(KN); A—Bearing area(mm2 ) III. Test results and analysis 2.1 The compressive strength of polyvinyl alcohol fiber cement stabilized macadam The lengthof polyvinyl alcohol fiber in polyvin yl alcohol fiber cement stabilized macadam is 0m m、12mm、18mm、24mm、30mm, each length fi ber has three volume fraction : 0.6Kg/m3 、0.9 Kg/m 3 、1.2 Kg/m3 .The specimen size of cylinder is diam eter of 150mm, height 150mm,and curing period is 7 d. According to the test results, when the length of th e fiber is 0mm, the compressive strength of specime ns is 4.91Mpa; when the length of the fiber is 12mm and the volume fraction is 0.6Kg/m3 、0.9 Kg/m3 、1. 2 Kg/m3 , the compressive strength of specimens is 5. RESEARCH ARTICLE OPEN ACCESS
  • 2. Luo Zhenshuai Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 5, ( Part -5) May 2015, pp.09-11 www.ijera.com 10 | P a g e 84 MPa、5.39MPa、5.44MPa; when the length of t he fiber is 18mm and the volume fraction is 0.6Kg/m 3 、0.9 Kg/m3 、1.2 Kg/m3 , the compressive strength of specimens is 5.36 MPa、5.21MPa、4.76MPa; w hen the length of the fiber is 24mm and the volume f raction is0.6Kg/m3 、0.9 Kg/m3 、1.2 Kg/m3 , the co mpressive strength of specimens is 5.29 MPa、5.17 MPa、5.37MPa; when the length of the fiber is 30m m and the volume fraction is 0.6Kg/m3 、0.9 Kg/m 3 、1.2 Kg/m3 , the compressive strength of specimen s is 5.12 MPa、4.88MPa、4.62MPa. Thus, when th e length of the fiber is constant, ,the compressive str ength of the specimen is decreased with the increase of fiber volume fraction. 5 5.4 5.8 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 compressive strength/Mpa Figure 1:the compressive strength when the fiber length is 12mm 4 4.5 5 5.5 6 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 compressive strength/Mpa Figure 2:the compressive strength when the fiber length is 18mm 4 4.5 5 5.5 6 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 compressive strength/Mpa Figure 3:the compressive strength when the fiber length is 24mm 4 4.5 5 5.5 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 compressive strength/Mpa Figure 4:the compressive strength when the fiber length is 30mm 2.2 The splitting tensile strength of polyvinyl alcohol fiber cement stabilized macadam The lengthof polyvinyl alcohol fiber in polyvin yl alcohol fiber cement stabilized macadam is 0m m、12mm、18mm、24mm、30mm, each length fi ber has three volume fraction : 0.6Kg/m3 、0.9 Kg/m 3 、1.2 Kg/m3 . The specimen size of cylinder is diam eter of 150mm, height 150mm,and curing period is 7 d. According to the test results, when the length of th e fiber is 0mm, the splitting tensile strength of speci mens is 0.272Mpa; when the length of the fiber is 12 mm and the volume fraction is 0.6Kg/m3 、0.9 Kg/m 3 、1.2 Kg/m3 , the splitting tensile strength of specim ens is 0.279 MPa、0.287MPa、0.224MPa; when th e length of the fiber is 18mm and the volume fractio n is 0.6Kg/m3 、0.9 Kg/m3 、1.2Kg/m3 , the splitting t ensile strength of specimens is 0.260 MPa、0.229M Pa、0.287MPa ;when the length of the fiber is 24m m and the volume fraction is 0.6Kg/m3 、0.9 Kg/m 3 、1.2Kg/m3 , the splitting tensile strength of specim ens is 0.264 MPa、0.254MPa、0.285MPa; when th e length of the fiber is 30mm and the volume fractio n is 0.6Kg/m3 、0.9 Kg/m3 、1.2Kg/m3 , the splitting t ensile strength of specimens is 0.234 MPa、0.249M Pa、0.244MPa. 0 0.1 0.2 0.3 0.4 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 splittingtensile strength/Mpa Figure 5:the splitting tensile strength when the fiber length is 12mm
  • 3. Luo Zhenshuai Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 5, ( Part -5) May 2015, pp.09-11 www.ijera.com 11 | P a g e 0 0.1 0.2 0.3 0.4 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 splittingtensile strength/Mpa Figure 6:the splitting tensile strength when the fiber length is 18mm 0 0.1 0.2 0.3 0.4 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 splittingtensile strength/Mpa Figure 7:the splitting tensile strength when the fiber length is 24mm 0 0.1 0.2 0.3 0.4 0.6 0.9 1.2 the volume fraction of fiber Kg/m 3 splittingtensile strength/Mpa Figure 8:the splitting tensile strength when the fiber length is 30mm IV. Conclusion (1) The incorporation of polyvinyl alcohol fiber can be have a good increase of compressive strength of c ement stabilized macadam, when the length of the fi ber is 12mm and the volume fraction is 0.6 Kg/m3 ,th e compressive strength of cement stabilized macada m is largest. (2) The variation between polyvinyl alcohol fiber an d the splitting tensile strength of cement stabilized m acadam is not obvious. When the length of the fiber i s 12mm and the volume fraction is 0.9Kg/m3 , and th e length of the fiber is 18mm and the volume fractio n is 1.2Kg/m3 , the splitting tensile strength of cemen t stabilized macadam is largest. (3) Due to time constraints,this article only has a p reliminary study of the basic mechanical properties o f polyvinyl alcohol fiber cement stabilized macadam. In the next phase, we should have a more systematic research program to improve the impact of polyviny l alcohol fiber on cement stabilized macadam. Reference [1] Li V C,Wang S,Wu H C. Tensile strain-har dening behavior of PVA-ECC[ J] . Materials J ournal,ACI ,2001,98( 6) :483- 492. [2] Fukuyama H,Suwada H,Ilseung Y. HPFR CC damper for structural control [C]//Proceed ings of the JCI International Workshop on duc tile Fiber Reinforced Cementitious Coposites ( DFRCC) .Tokyo:Japan Concrete Institute, 2002:219- 228. [3] Maalej M,Zhang J,Quek S T,et al. High- velocity impact resistance of hybrid-fiber engi neered cementitious composites [C] // Li V C,et al. Proceedings of FRAMCOS- 5,Col orado:International Association for Fracture Mechanics. [4] Youjiang Wang H.C.Wu and Victor C.Li.Con crete reinforcementwith recycled fibers,Journ al of Materials in Civil Engineering,Vol.12,N o.4,November,2000. [5] Jvictor C.Li,Large Volume,High-Performance Applications of Fibers in Civil Engineering,J ournal of Applied Polymer Science,2002,83:6 60-686. [6] Ackley M, Gao P. Surface treatment of ultra h igh molecular weight polyethylene to enhance adhesion and conductivity properties[J]. Poly mer,1992,33:19.