Effect of Latex and Accelerator on the Strength Development and Chloride ion Penetration Properties of Latex-Modified Repair Concrete

被引:1
作者
Jeon, Ji-Hong [1 ]
Cha, Sang-Sun [2 ]
Park, Chan-Gi [2 ]
机构
[1] Andong Natl Univ, Environm Engn, Andong, South Korea
[2] Kongju Natl Univ, Rural Construct Engn, Yesan, South Korea
关键词
Accelerator; Concrete pavement; Repair; Latex; Permeability; Strength; Durability; DURABILITY; CRACKING; CEMENT;
D O I
10.1177/147776061503100201
中图分类号
TB33 [复合材料];
学科分类号
摘要
The objective of this study was to evaluate the effect of the amount of added latex and accelerator on the strength development and chloride ion penetration properties of concrete used for the repair of concrete pavement. Such pavement must be re-opened to traffic 3 days after repairing. The target values of the latex-modified repair concrete were as follows: a compressive strength of 22 MPa and a flexural strength of 4.5 MPa after 3 days, and a compressive strength of 27 MPa and chloride ion penetration value of < 2,000 coulombs after 28 days. In this study latex was added at 0, 5, 10, and 15% of the cement weight, and the accelerator was added at 0 and 1% of the cement weight. The test results indicated that the mixes with accelerator and latex contents of 10 and 15% satisfied the target strength and chloride ion penetration values for the 3-day traffic opening requirement.
引用
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页码:69 / 86
页数:18
相关论文
共 22 条
[1]  
Ackroyd R.F., 1985, COMPUT GEOTECH, V1, P279
[2]  
[Anonymous], 2005, C39 ASTM
[3]  
[Anonymous], STAND SPEC RIG PAV
[4]  
[Anonymous], 2010, C1202 ASTM
[5]  
ASTM, 2005, C496 ASTM
[6]  
Balaguru P. N, 2000, 2001032000 FHWA
[7]  
Buch N, 2007, FHWAHIF07019
[8]   Evaluation of high-early strength PCC mixtures used in full depth repairs [J].
Buch, Neeraj ;
Van Dam, Thomas J. ;
Peterson, Karl ;
Sutter, Larry .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (03) :162-174
[9]   Design of precast concrete pavement units for rapid maintenance of runways [J].
Bull, JW ;
Woodford, CH .
COMPUTERS & STRUCTURES, 1997, 64 (1-4) :857-864
[10]   Resistance to external sodium sulfate attack for early-opening-to-traffic Portland cement concrete [J].
Ghafoori, Nader ;
Diawara, Hamidou ;
Beasley, Shane .
CEMENT & CONCRETE COMPOSITES, 2008, 30 (05) :444-454